Agenda — Richmond City Council, May 21, 2024 (part 4 of 6)

Page 31 ends

Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
888
The following Engineering Calculations were
done by ACH Consulting Engineers and are
for reference only.

APPENDIX
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
889

FOR REFERENCE ONLY
890
FOR

REFERENCE
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891
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REFERENCE
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892
FOR

REFERENCE
ONLY
893
FOR

REFERENCE
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894
FOR

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895
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REFERENCE
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896
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897
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898
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REFERENCE
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899
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900
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REFERENCE
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901
FOR

REFERENCE
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902
FOR

REFERENCE
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903
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REFERENCE
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904
FOR

REFERENCE
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905
FOR

REFERENCE
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906
FOR

REFERENCE
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907
FOR

REFERENCE
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908
FOR

REFERENCE
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909
FOR

REFERENCE
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910
FOR

REFERENCE
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911
FOR

REFERENCE
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912
FOR

REFERENCE
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913
FOR

REFERENCE
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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
915
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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
916
Item VOC Limit
VOC Limit
California Green Building Standards
Code SECTION 5.5
Complies (Y/N) Data Sheet
Brand Item Description SKU Grams / Liter Grams / Liter Y/N Y/NSika Flex Black Glue 221 25 50 Y YSika Flex White Glue 221 25 50 Y YDuraflex Tile Adhesive 1 65 Y YMapei Kerapoxy grout 7 65 Y YArdex Tile Primer 20L: 10155 41 65 Y YOatley PVC Cement PVC Clear Cement 510 550 Y YOatley PVC Primer PVC Clear Primer 550 550 Y YOatley PVC Cleaner PVC Cleaner 25 550 Y Y Item VOC Limit
VOC Limit
California Green Building Standards
Code SECTION 5.5
Complies (Y/N) Data Sheet
Brand Item Description SKU Grams / Liter Grams / Liter Y/N Y/NLiquid Flash 1 Waterproofing 250 250 Y YDribond Primebond 9318466001709 50 250 Y YMapesil AC Silicone Manhattan 2000 18.5 250 Y YMapesil AC Silicone Antartica 18.5 250 Y YMaxisil Silicone A15 Aluminium 34 250 Y YSika Multiprimer Marine UN1866 663 775 Y Y Item VOC Limit
VOC Limit
California Green Building Standards
Code SECTION 5.5
Complies (Y/N) Data Sheet
Brand Item Description SKU Grams / Liter Grams / Liter Y/N Y/NCarboline Carbozinc 858 Grey 104653A18 318 340 Y YCarboline CZ859 Epoxy Zinc Rich 108304G18 326 340 Y YResene Concrete Primer D405 40 250 Y YCarboline Carboguard 690 Titania 107894F18 170 250 Y YResene Lustacryl D310 63 250 Y YADHESIVE PRODUCTSSEALANT PRODUCTSARCHITECTURAL COATINGS Approved for Commercial Approved by: State of CaliforniaMH DAA #DM1507408Intertek (IntertekͲATI)Plan Approval: #RͲ20690Approval Date: 11/15/2022Expiration Date: 02/14/2024Without Foundation Approval 1748 33rd Street
Orlando, FL 32839
917
1 1
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A A
B B
C C
D D
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F F
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H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G

JUPITER TWIN ACCESSIBLE USA

EXELOO JUPITER TWIN ACCESSIBLE - DRAWING SCHEDULE
SHEET # DESCRIPTION REVISION
G1 FINISHES SCHEDULE 1-H
G2 STANDARD DETAILS N/A
G3 FRONT PERSPECTIVE N/A
G4 REAR PERSPECTIVE 1-H
B5 ELEVATIONS 1-H
B6 FLOOR PLAN 1-H
B7 SECTION A-A 1-H
B8 SECTION B-B 1-H
B9 SECTION C-C 1-H
B10 SECTION D-D 1-H
B11 SCHEMATIC SERVICES PLAN 1-H
B12 POWER - ONE LINE DIAGRAM 1-H
P13 JUPITER TWIN ACCESSIBLE WASTEWATER SYSTEM 1-C
P14 WATER SUPPLY DIAGRAM 1-H
P15 WATER SUPPLY VALVE TRAIN 1-A
G16 SIGN DOOR ASSEMBLY USA - ADA 1-A
G17 ACCESSIBLE RESTROOM DOOR SIGN 1-A
B18 FLOOR SLAB - PLAN & SECTION 1-A
B19 FLOOR SLAB - REINFORCING DETAIL 1-A
B20 FLOOR SLAB - FOUNDATION PLAN 1-O
S21 STEEL FRAME - B.O.M - FRONT 1-H
S22 STEEL FRAME - B.O.M - REAR 1-H
S23 STEEL FRAME - ELEVATIONS & PLAN 1-H
S24 STEEL FRAME - ELEVATIONS 1-H
S25 STEEL FRAME - ELEVATION & DETAILS 1-H
S26 STEEL FRAME - SWING DOOR OPTION 1-H
S27 STEEL FRAME - WELD DETAILS, FOUNDATION DETAILS 1-H
B28 AUXILIARY CONTROL BOX LAYOUT 1-H
B29 MAIN CONTROL BOX LAYOUT 1-H
B30 MAX LOAD TABLE 1-H
B31 ELECTRICAL PANEL SCHEDULE - TWIN BOX 1-H
B32 APRON DETAIL 1-H
THIS DRAWING SET COVERS:

1. JUPITER 22DD - AUTOMATIC TWIN ACCESSIBLE

2. JUPITER 32DD - SEMI-AUTOMATIC TWIN ACCESSIBLE

3. JUPITER 42/52DD - MANUAL TWIN ACCESSIBLE

REFER TO EXELOO QUALITY ASSURANCE MANUAL FOR

FIT-OUT OPTIONS
PROJECT DATA:

ADDRESS: STATEWIDE APPROVAL
CODES & STANDARDS:
2019 CALIFORNIA BUILDING CODE (BASED ON THE 2018 IBC)
2019 CALIFORNIA MECHANICAL CODE (BASED ON THE 2018 UMC) 2019 CALIFORNIA PLUMBING CODE (BASED ON THE 2018 UPC)
2019 CALIFORNIA ELECTRICAL CODE (BASED ON THE 2017 NEC) 2019 CALIFORNIA GREEN BUILDING STANDARD CODE (CGBSC)
2019 CALIFORNIA ENERGY CODE
BUILDING INFO:

BLDG USE: PUBLIC RESTROOM
BLDG OCCUP: B
OCCUPANT LOAD: 1/PER STALL
CONSTRUCTION TYPE: (IBC 602) TYPE V-B
BLDG AREA: 135 SF (TABLE 506.2 ALLOWED 9,000 SF)
BLDG HTG: 9'-0" SINGLE STORY
EXITS REQD: 1/STALL
EXITS PROVIDE: 1/STALL
FIRE SUPRESSION: NON-SPRINKLERED
APPLICABLE LOADS:

ROOF LIVE LOAD: 20
DEAD LOAD: 10
SNOW LOAD: 20
FLOOR LOAD: 40
WIND SPEED: 115
EXPOSURE: C
SEISMIC DESIGN CATEGORY: E
RISK CATEGORY: 2
BLDG HVAC: N/A
NOTE:

1. THIS IS A NON-CONDITIONED BUILDING

2. THIS BUILDING HAS NOT BEEN DESIGNED FOR WILDFIRE

LOCATIONS (WUI)

3. SNOW LOADING NOT CONSIDERED IN THIS DESIGN

1. SOILS INFORMATION
A. NO SOILS REPORT PROVIDED. THE FOLLOWING IS AN
ASSUMED VALUE:

1. DESIGN SOIL BEARING CAPACITY = 1500 psf

2. THE FOUNDATION IS DESIGNED PER IBC MINIMUM
STANDARDS.

B. WITHOUT A SOILS REPORT THOM HUME CONSULTING

ENGINEERS CANNOT BE RESPONSIBLE FOR FOUNDATION
SETTLEMENTS OR MOVEMENTS.

C. MAINTAIN BOTTOM OF FOOTING SUCH THAT THE
HORIZONTAL DISTANCE TO DAYLIGHT IS 40'-0" AND PER SEC
1808.7.2 OF CURRENT CBC EDITION.

2. FOUNDATION INFORMATION
A. CONCRETE:

A.A. MAXIMUM 28-DAY STRENGTH OF 3,000 psi
A.B. MAXIMUM WATER TO CEMENT RATIO OF 0.57
A.C. MAXIMUM AGGREGATE SIZE OF 1"
A.D. SLUMP OF 4" ±1"
A.E. NO SPECIAL INSPECTION REQUIRED
B. REINFORCING:

B.A. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60
B.B. CLEAR COVER TO ALL REBAR SHALL BE 3"
0000 CODES AND REFERENCES

ALL GENERAL STRUCTURAL NOTES AND SPECIFICATIONS
REFLECT THE PROVISIONS OF THE:
2019 CBC (CALIFORNIA BUILDING CODE)
ACI 318-14 (CONCRETE)
AISC 360-16/AISC-16/AISC 358-16 (STEEL)
WORK COMPLETED AT EXELOO FACTORY:

1. PRE-FABRICATED TOILET UNIT - CONCRETE SLAB, STEEL FRAME

STRUCTURE,

WALL CLADDING, INTERNAL WALLS, RESTROOM FITTINGS, ROOF &

FLASHINGS (REMOVED FOR TRANSPORT)

2. PLUMBING & ELECTRICAL WORK
NOTES:

1. RESTROOM MANUFACTURER WILL DELIVER RESTROOM TO SITE AND CRANE ONTO GRADE BEAMS.

2. CONTRACTOR TO CONSTRUCT GRADE BEAMS AND BASE, EXTEND

EXISTING UTILITIES AND PROVIDE FINAL CONNECTIONS (SANITARY SEWER, WATER AND ELECTRICAL).

3. CONTRACTOR TO INSTALL PREFABRICATED FOAM CORE ROOF PANELS AND FLASHING PER MANUFACTURER'S INSTRUCTIONS.

4. CONTRACTOR TO BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL

SPOILS AND SITE GENERAL RESTORATION AND CLEAN-UP (NOT INCLUDING TURF ESTABLISHMENT).

5. RESTROOM MANUFACTURER WILL TEST FINAL OPERATION OF FACILITY

AND REMOTE COMMUNICATION
11/8/22
Jeff Funkhouser, P.E. Digitally signed by Jeff Funkhouser, P.E.

Date: 2022.11.08 10:18:12 -05'00'
918
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B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
1 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

STRUCTURAL
# ITEM SUPPLIER DETAIL SPECIFICATION
1 Floor Stresscrete Steel Reinforced concrete Slab thickness 6 5/16"/5 1/8" steel reinforced concrete 2 Walls Galvanised steel frame Electro Plated Duragalv 3/16" & 1/8" thick electroplated galvanised steel 3 Roof Frame Galvanised steel frame Electro Plated Duragalv 3/16" & 1/8" thick electroplated galvanised steel

EXELOO FINISHES SCHEDULE

EXTERIOR LININGS
# ITEM SUPPLIER DETAIL SPECIFICATION
4 Wall Cladding Fibre Cement Solutions Ltd Eterpan MD Fibre cement sheet 1/2" & 11/16" Fibre cement laminated sheet 5 Roof MetalCraft MetecnoSpan (PIR)
3-1/8" panel M 4880 Approved Class 1 - Unlimited Height. FM 4881 Approved Class 1 - Unlimited Height. FM 4471 Approved Class 1 -External roof and wall endurance standard.
6 Gutter & Flashings Steel & Tube Coloursteel 10 -15 years warranty under right maintenence plan 7 Vent Pipes Ferguson
Schedule 40 PVC or ABS Pipe &
Fittings
4” Schedule 40 PVC or ABS pipe and fittings for drain waste and vent applications 8 Doors Cavity Sliders Stainless steel T316 Brushed Stainless steel sheet skin with alloy interior 9 Paint Altex Epoxy 2 part paint 5 - 10 years warranty under the right maintenance plan 10 Grills Exeloo Solid grills cut and folded by Exeloo T316 Stainless Steel Brushed #4

INTERIOR LININGS
# ITEM SUPPLIER DETAIL SPECIFICATION
11 Wall Cladding Fibre Cement Solutions Ltd Eterpan MD Fibre cement sheet 1/2" & 11/16" Fibre cement laminated sheet 12 Floor Finish Cutting Edge Tiling Brasil Nero Charcoal Ceramic Non Slip tiles 17 11/16" x 17 11/16" 14 Wall linings - Toilet/Shower Cutting Edge Tiling Sanctuary Cool White Ceramic tiles 11 13/16" x 23 5/8"

ELECTRICAL FITTINGS
# ITEM SUPPLIER DETAIL SPECIFICATION
16 Control Box PLC Power PLC Control Box Proface LT3300-T

PLUMBING FITTINGS
# ITEM SUPPLIER DETAIL SPECIFICATION
19 Toilet pans Stoddart Stainless steel 23 5/8" - 27 9/16" stainless pans. 20 Zurn Valve MacDonald Industries Flushing system 1.28gal (4.8L) max. per flush 21 Water supply system Mico
Stainless steel crimp ring plumbing
system
RIIFO Rifeng Pex Pipe & MLP (multilayer pipes) – DZR Universal Fittings 22 Waste water system (DWV) Ferguson
Schedule 40 PVC or ABS Pipe and
Fittings
1-1/2” to 4” Schedule 40 PVC or ABS pipe and fittings for drain waste and vent applications
23 WS 400 Duraclenz Stainless Steel recessed unit
Soap, Water & hand dryer built in wash station, Lavatory Faucet 0.5gpm (max.) @ 60psi (1.9L/m @ 414kPa)
24 Flush Valve Water Solenoid SMC SIRAI L177B04 PS = 30 bar

HARDWARE
# ITEM SUPPLIER DETAIL SPECIFICATION
25 Door hardware Legge Legge 800 Series Forged Brass and 10 year warranty 26 Grab rails Superquip Stainless Steel 1 1/4" knurled stainless grab rails

SEATING & TABLES
# ITEM SUPPLIER DETAIL SPECIFICATION
27 Baby Change table Duraclenz Stainless Steel & fibreglass inserts Weight limit 187lbs

ACCESSORIES
# ITEM SUPPLIER DETAIL SPECIFICATION
30 Floor Dry Fans Fantech CEG MN80C2 - 0MLT 1.5kw 230V
31 Extract Fans Fantech Fantech FR150 USA 120V CFM 263
32 Exterior Lights Dualcom Technology Ltd Battenpro-300-12V LED SMD2835 1000Lm 10W IP65 33 Interior Lights Dualcom Technology Ltd Battenpro-600-12V LED SMD2835 2000Lm 20W IP65 34 Speakers VEXX For music & instruction 5" speaker
35 Security System Intergrated Consulting Dahua Starlight pinhole camera 2MP HDCVI covert camera with 3.6mm lens 36 Paper Dispenser Duraclenz Stainless Steel EMD8200RH Dual roll holder 37 Nappy / Sani chute Duraclenz Hinged flap chute Stainless Steel T304 Brushed 11/8/22
919
1 1
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10 10
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B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
2 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

STANDARD DETAILS
11/8/22
920
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
3 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REV DESCRIPTION DATE
1-H CONTROL BOX, AUX CONTROL BOX LAYOUT & LOAD TABLE 15/010/2020 1-G BABY CHANGE TABLE & HAND RAIL COMPLIANCE 05/08/2020 1-F PLAN REVISION AS PER HCD MARKUP 11/6/2020 10/07/2020 1-E INCREASE SLAB 2in (50mm) OVERALL 03/04/2020
1-D PLAN REVISION AS PER HCD MARKUP 15/8/2019 30/08/2019 1-C ELONGATED TOILET PANS 03/12/2018
1-B 700mm PANS 14/11/2018
1-A UPDATED FROM COMMENTS 18/10/2018 18/10/2018
11/8/22
921
1 1
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3 3
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6 6
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8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
4 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REAR PERSPECTIVE
11/8/22
922

4. FRONT ELEVATION 2. R-H ELEVATION

3. REAR ELEVATION 1. L-H ELEVATION
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
5 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

SIGN FRAME WITH

BRAILLE & TACTILE

SIGNAGE AS PER ADA
SEE DETAILS SHEET, G15

CLEAR OPENING
AS PER CBC 11B-404.2.3
(B) SLIDING DOOR

CLEAR OPENING

SERVICE DOOR
LOCK MECHANISM:

ILCO 201 L/S CYLINDER
WITH LOCKWOOD 100

NIGHTLATCH
FFL

REINFORCED PC

CONCRETE SLAB

FFL FFL
2921.4 mm[115 in]

THE UNISEX GEOMETRIC SYMBOL WITH THE PICTOGRAM,

RAISED CHARACTERS AND GRADE II BRAILLE IS LOCATED

FOR CLEAR AND SAFE ACCESS AND MOUNTED ADJACENT
TO THE PUBLIC RESTROOM ACCESSWAYS.

STAINLESS STEEL LOUVRE

VENTILATION GRILL
FFL

ACCESSIBLE RESTROOM

DOOR SIGN AS PER

CBC SECTION
11B-703.7.2.6,1,2,3,4
& 11-B-703.3,1,2
SEE STANDARD DETAILS, G16
130 mm[5
1 8 in]
5549 mm
[218
1 2 in]

OVERALL

GENERATOR SOCKET WITH

CHANGE OVER SWTICH
(AS REQUIRED)
2400 mm[94
1 2 in]
2275 mm
[89
5 8 in]
SLAB
EXTERIOR CLADDING:

SEE REAR ELEVATION
EXTERIOR CLADDING:

SEE REAR ELEVATION
1498.6 mm[59 in]
899 mm
[35
3 8 in]
899 mm
[35
3 8 in]
B-B
B8
EXTERIOR CLADDING:

SEE REAR ELEVATION
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL
385 mm
[15
1 8 in]
385 mm
[15
1 8 in]
2309 mm
[90
7 8 in]

LED LIGHT
EXTERIOR CLADDING:

COMPRESSED SHEET
FIXED WITH CLASS 4 TEK

SCREWS TO SUPAGAL

RHS FRAMING JOINS

SEALED WITH

BUTYL INSEAL TAPE

VENTILATION GRILL

SEE R-H ELEVATION

REINFORCED PC

CONCRETE SLAB

ELECTRONICALLY CONTROLLED

AUTO OPENING & CLOSING CAVITY

SLIDING DOOR (FAIL SAFE DOOR
CAN BE MANUALLY OPENED IN EMERGENCY).

LOCK MECHANISM: DUNKER MOTOR
WITH BRAKE. MILES NELSON RECESSED FLUSH PULL

HANDLE ON INSIDE OF DOOR IN CASE OF
POWER FAILURE. REQ'D FORCE TO OPEN
DOOR W/O POWER IS 32N
- SEE "TESTING OF CS FOR DOORS" TEST SHEET

ELECTRONICALLY CONTROLLED

AUTO OPENING & CLOSING CAVITY

SLIDING DOOR (FAIL SAFE DOOR
CAN BE MANUALLY OPENED IN EMERGENCY).

LOCK MECHANISM: DUNKER MOTOR
WITH BRAKE. MILES NELSON RECESSED

FLUSH PULL HANDLE ON INSIDE OF
DOOR IN CASE OF POWER FAILURE.

FLOOR PLAN

DETAIL A

FLOOR GRATE SURFACE
( 1 : 3 )

SECTION E-E

DOOR THRESHOLD
A
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
6 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

SERVICE
AREA

ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
n1524 mm
[n60 in]
n1524 mm
[n60 in]

DIAPER/SANITARY

DISPOSAL BIN

SENSOR OPERATED

WASH BASIN

FLOOR GRATE

PAPER DISPENSER

UNDER BASIN AS PER
CBC 11B-306 KNEE

TOE CLEARANCE
1640 mm[64
5 8 in]
I/S
1640 mm[64
5 8 in]
I/S
2162.9 mm
[85
1 8 in]
I/S 2162.9 mm
[85
1 8 in]
I/S
SL SL

CONTROL BOX
(60A, 120/240V SPLIT)

DOMINANT

DIRECTION

OF TRAVEL
17 MIN.
762 mm
[30 in]
1219.2 mm[48 in]
919 mm
[36
1 8 in]

S/S RECESSED

BABY CHANGE TABLE
457.2 mm[18 in]457.2 mm[18 in]

TOILET PAN AS PER
2019 CBC, §604.2
SEAT IS NONABSORBENT, ELONGATED
& OPEN FRONT

PRESSALIT DANIA WITH OPEN
FRONT W/O COVER 72

SERVICE DOOR
17 MIN.

WHITE TILE

INTERIOR WALLS
A-A
B7
B9
C-C
D-D
B10
902.5 mm
[35
1 2 in]
CLEAR 902 mm
[35
1 2 in]
CLEAR
B-B
B8 3/B5
1/B5
4/B5
2/B5

DISPOSAL BIN

OPENS FROM REAR
(CLEANER ACCESS FROM

SERVICE AREA)

PC CONCRETE

FLOOR SLAB

FLOOR DRAIN

FLOOR TILES

DOOR JAMB
48 MIN.

THESHOLD
(
1 2 MAX.) AS PER CBC
11B-404.2.5
B6
E-E
177.8 mm
[7 in]
177.8 mm
[7 in]

LINE OF PAPER DISPENSER
AS PER CBC 11B-604.7

14.6 mm
[
5 8 in]

PROTRUSION INTO

CIRCULATION PATH
AS PER CBC, 11B-307.2

PROTRUSION LIMITS

LINE OF BABY

CHANGE TABLE

AS PER CBC
11B-226.4 BABY

CHANGE TABLES

KNURLED STAINLESS

STEEL GRAB BAR
812.8 mm
[32 in]

POSITION OF

INTERNAL LED
LIGHT
-SEE B7, B8
& B10

LED LIGHT FOR

SERVICE AREA
-60 MINUTE BATTERY

BACK UP IN CASE

OF POWER FAILURE

GENERATOR SOCKET WITH

CHANGE OVER SWTICH
(AS REQUIRED)

WHITE TILE

INTERIOR WALLS
5551 mm
[218
1 2 in]

CLADDING
56 mm
[2
1 4 in]

5.5 mm[
1 4 in]

5.5 mm[
1 4 in]
1387.1 mm
[54
5 8 in]
762 mm
[30 in]
914.4 mm[36 in]

REQUIRED CLEAR SPACE
30"x36"
38 mm[1
1 2 in]

38.1 mm
[1
1 2 in]
457.2 mm[18 in]
138.4 mm[5
1 2 in]
353.7 mm
[13
7 8 in]

38.1 mm
[1
1 2 in]
38 mm[1
1 2 in]
152.4 mm
[6 in]

LOCATION OF

WASH SOLENOIDS

COMPLIES TO

DEDICATED ELECTRICAL

SPACE AS PER NEC
110.26(E)(1)

LOCATION OF VALVE

TRAIN COMPLIES TO

DEDICATED ELECTRICAL

SPACE AS PER NEC
110.26(E)(1)
-SEE P14 FOR DETAILS
60 mm[2
3 8 in]
11/8/22
924

TOP VIEW

SECTION A-A
A
A
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
7 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

RECESSED ELECTRIC

PAPER DISPENSER

AS PER CBC,
§11B-603.5.

CONCRETE

SLAB BASE

RECESSED SENSOR

OPERATED

WASH BASIN

LAVATORY FAUCET WITH
AUTO SENSOR 0.5GPM
(MAX.) @ 60 PSI

AUTO SOAP

DISPENSER ZONE

AUTO DRIER
ZONE
871.4 mm[34
1 4 in]

SERVICE
AREA
145.1 mm
[5
3 4 in]
145.1 mm
[5
3 4 in]
1230.1 mm[48
3 8 in]
VENT
738.2 mm[29
1 8 in]

S/S FAN COVER
FFL

SENSOR RANGES
AT 40in AFF

TOILET AS PER
CBC, §604.2

SPRAY NOZZLE

CONTROL BOX
(60A, 120/240V SPLIT) ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
457.2 mm
[18 in]
870 mm
[34
1 4 in]
2870.7 mm
[113 in]
457.2 mm
[18 in]
870 mm
[34
1 4 in]
762 mm[30 in]762 mm[30 in]

FLOOR SLOPE AS PER
CBC 11B-403.3
NOT STEEPER THAN 1:20
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL

GRAB BAR AT

HORIZONTAL

POSITION AS PER
CBC, 11B-609.4.
1371 mm
[54 in]
FFL

BATTENPRO
600-12V

LED LIGHT

BATTENPRO
600-12V

LED LIGHT

WHITE TILE

INTERIOR WALLS

WHITE TILE

INTERIOR WALLS
1218.2 mm
[48 in]
152.8 mm
[6 in]
152.4 mm
[6 in]
965.9 mm[38 in]

REQUIRED CLEAR SPACE
762 mm
[30 in]
1981.2 mm[78 in]
778.8 mm[30
5 8 in]
765.7 mm[30
1 8 in]
1371 mm
[54 in]
1218.6 mm
[48 in]

UNDER BASIN AS PER
CBC 11B-306 KNEE

TOE CLEARANCE
ROOFING: 3
1 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8

ALL PIPES AND DUCTS ARE

CLEAR OF THE DEDICATED

ELECTRICAL SPACE AS PER
NEC 110.26.(E)(1)
864.2 mm[34 in]
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22
925

TOP VIEW

SECTION B-B

SECTION DETAIL U

PAPER DISPENSER-HANDRAIL GAP
B
B
U
U
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
8 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

STAINLESS STEEL

CHANNEL FLOOR DRAIN
152.4 mm
[6 in]
571 mm
22 1
2 in

DISPOSAL BIN

MIRROR AS PER
CBC, 11B-603.3.

REAR GRAB BAR AT

HORIZONTAL

POSITION AS PER
CBC, 11B-604.5.2

S/S FAN COVER
FFL

RECESSED DISPENSER

WILL NOT IMPEDE WITH

CLEARANCE OF GRAB BAR
863 mm
34 in
482 mm
19 in
765.1 mm[30
1 8 in]

TOILET AS PER
CBC, §604.2

WHITE TILE

INTERIOR WALLS

CONTROL BOX
(60A, 120/240V SPLIT)

ADA COMPLIANT

RESTROOM

FLOOR SLOPE AS PER
CBC 11B-403.3
NOT STEEPER THAN 1:20
304.6 mm
[12 in]
MIN.

NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL
1 1
2" ALL ALONG

68.5 mm
[2
3 4 in]
4' HANDRAIL AT

HORIZONTAL

POSITION AS PER
CBC, §609.4
n32 mm
[n1
1 4 in]

BATTENPRO
600-12V

LED LIGHT
FFL

REQUIRED KNEE/TOE CLEAR SPACE
AS PER 11B-306
945.9 mm
[37
1 4 in]

SERVICE
AREA
279.4 mm
[11 in]
685.8 mm[27 in]
203.2 mm
[8 in]
228.6 mm
[9 in]
191.3 mm
[7
1 2 in]
152.4 mm
[6 in]
ROOFING: 3
1 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8

VENT PIPE RUN BEHIND
CONTROL BOX. ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22
926

TOP VIEW

SECTION C-C

PASSIVE AIR FLOW REQUIREMENT
C C
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
9 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

POSITION OF

EMERGENCY BUTTON

DOOR RELEASE BUTTON
REFER CBC, 11B-308.2.1

POSITION OF

EMERGENCY BUTTON
1205.3 mm[47
1 2 in]

COAT HOOK

AS PER CBC,
11B-603.4.

COAT HOOK

AS PER CBC,
11B-603.4.
1203.1 mm[47
3 8 in]

DOOR RELEASE BUTTON
REFER CBC, 11B-308.2.1

FFL FFL

SERVICE
AREA
SL
SL

PASSIVE AIR FLOW

THROUGH LOUVRES

EXCEEDS THE MINIMUM
OF 7.3% OF THE FLOOR
SPACE AREA (MIN 5% REQUIRED).

ROOF

OUTSIDE
INSIDE

ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
762 mm[30 in]
457.2 mm
[18 in]
868.7 mm
[34
1 4 in]
2873.2 mm
[113
1 8 in]
457.2 mm
[18 in]
868.7 mm
[34
1 4 in]
762 mm[30 in]
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL

17.9 mm
[
3 4 in]

BABY CHANGE

IN LOWERED

POSITION
722.4 mm[28
1 2 in]
685.8 mm[27 in]
1347.3 mm[53 in]
348.4 mm
[13
3 4 in]

BABY CHANGE

TABLE AS PER
CBC 11B-226.4

BABY CHANGE
TABLES
813 mm
[32 in]

CLEAR WIDTH OF DOORWAY
AS PER CBC, 11B-404.3.1

CLEAR WIDTH
802.4 mm[31
5 8 in]
499.8 mm
[19
5 8 in]

S/S KNEE/TOE

KICK PLATE
BATTENPRO 300-12V

LED LIGHT FOR

SERVICE AREA

WHITE TILE

INTERIOR WALLS

MILES NELSON RECESSED

FLUSH PULL HANDLE ON

INSIDE OF DOOR TO OPEN IN

CASE OF POWER FAILURE

MILES NELSON RECESSED

FLUSH PULL HANDLE ON

INSIDE OF DOOR TO OPEN IN

CASE OF POWER FAILURE
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22
927

TOP VIEW

SECTION D-D

DETAIL BZ

SIP PANEL FIXING INTO

ROOF BEAM (FRONT & REAR)
( 1 : 5 )
D
D
BZ
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
10 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

M POSITION)
711.4 mm[28 in]

S/S RECESSED

BABY CHANGE TABLE

ADA COMPLIANT

RESTROOM
1°

FLOOR SLOPE AS PER
CBC 11B-403.3
NOT STEEPER THAN 1:20
48 MAX.
762 mm[30 in]
129.6 mm[5
1 8 in]
2275 mm
[89
5 8 in]

REACH OF HANDLE
AS PER CBC 11B-309
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL
688.4 mm[27
1 8 in]
CLEAR
761 mm
[30 in]
CLEAR

KNEE/TOE CLEAR SPACE
BATTENPRO 600-12V

LED LIGHT

WHITE TILE

INTERIOR WALLS

SERVICE

STEELTITE HEX WASHER HEAD WITH SEAL, AREA
CLASS 5 STEEL SELF DRILLER
ST14-14X150CLS5DSN &
BP 9082RWG GALV ROOFING WASHER FIXED INTO
3"x3"x
3 16"

SHS ROOF BEAM AT EVERY RIB
ROOFING: 3
1 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8
ROOFING: 3
1 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22
928

SCHEMATIC SERVICES PLAN

SECTION CB-CB

DEDICATED ELECTRICAL CLEAR SPACE
CB
CB
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Exeloo Corp. does not guarantee that information shown on these drawings indicate any more than the presence or absence of such services and will not accept liability for any damage or losses caused to any party, by the actions of the Contractor or its agents and subcontractors. The Contractor is required to make its own investigations, contact all service providers and verify the type and location of all services prior to commencement of any construction work on site.

Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
11 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

TO WATER SUPPLY
(BY OTHERS)

ADA COMPLIANT

RESTROOM
MIN. 60 AMP 2 LEG

UNDERGROUND POWER SUPPLY
2" CONDUIT
Ø3" INTERNAL

DOWN PIPE
CONTROL BOX (60A, 120/240V SPLIT)

SERVICE
AREA

ADA COMPLIANT

RESTROOM
Ø2
1 2" FLOOR

DRAIN OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)
C.O.

Ø4" VENT STACK

FROM GUTTER & DUCTED

BACK INTO SERVICE AREA

TYPICAL CONNECTION POINT

FOR UTILITY SERVICE
- ALL PLUMBING FIXTURES
ARE RUN UNDER 30"x36"

CLEAR SPACE TREAD PLATE
NOTE:

1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE

2. CIVIL CONTRACTOR/ENGINEER IS RESPONSIBLE FOR PROVIDING CONNECTIONS TO THE UNIT.

LOCATION OF FLOOR

DRAIN OUTLET
FLOOR DRAINS:
2 1
2" BSP MALE & 3" NPT FEMALE

ARE BOTH SUPPLIED BY EXELOO

STORM WATER LINE

AS REQUIRED

MAIN SEWER LINE
Ø2
1 2" FLOOR

DRAIN OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)

VENT PIPE RUN BEHIND
CONTROL BOX. ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

CONTROL BOX

TREAD PLATE WITH
30"x36" CLEAR SPACE
11/8/22
929
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
12 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

GROUND ROD PER NEC

PER GROUND

PER NEC

ISOLATING/

DISCONNECT
SWITCH
1 3
2 TRANSFORMER
MAINS
P1
60A
120/240V
1ɸ 3W

ONE LINE DIAGRAM

TWIN ACCESSIBLE

CONTROL BOARD
FEEDER SCHEDULE:

SIZE REQUIREMENTS TO MEET P1 CONTROL BOARD SPECIFICATIONS 11/8/22
930

ISOMETRIC - WASTEWATER JUPITER DD US

SINGLE UNDERSLAB FLOOR VENT
Parts List

ITEM EXELOO DESCRIPTION MATERIAL
1 2" STREET 45 SCHEDULE 40 PVC OR ABS DWV
2 4" STREET 45 SCHEDULE 40 PVC OR ABS DWV
3 4"x4"x4"x4" DOUBLE Y SCHEDULE 40 PVC OR ABS DWV
4 4"x4"x2"x2" DOUBLE Y SCHEDULE 40 PVC OR ABS DWV
5 4"x3" SANI TEE SCHEDULE 40 PVC OR ABS DWV
6 4"x4"x4"x4" DOUBLE SAN TEE BY CONTRACTOR
7 4" COMBY BY CONTRACTOR
8 4"x3"ADAPTOR COUPLING BY CONTRACTOR
9 4" LONG SWEEP BY CONTRACTOR
10 4" CLEANOUT SQUARE CAP BY CONTRACTOR
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-WASTE
SYSTEM
1-C 31/01/2020
13 JUPITER PLATINUM TWIN ACCESSIBLE US -

WASTEWATER SYSTEM
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
12/12/2019
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
P

BY OTHERS
(BELOW SLAB,

MATERIAL BY OTHERS)

BY EXELOO
2" LAVATORY WASTE
2" LAVATORY WASTE
4" WATER

CLOSET WASTE
4" WATER

CLOSET WASTE
P-TRAP

P-TRAP FOR LAVATORY DRAINS
- TO BE CONNECT INTO 4" VENT

STACK ABOVE TOILET DRAIN

FITTING AS A VERTICAL WET VENT
AS PER CPC §908.1

REV DESCRIPTION DATE
1-B NOTES AS PER BUREAU VERITAS MARK UP 29/01/2020 29/01/2020 1-C REMOVE FLOOR DRAIN VENTS, 3" FLOOR DRAINS, 2" LAVATORY WASTE PIPE @ 65" MAX LENGTH 31/01/2020 CPC §905.2.

WHERE VENTS CONNECT TO A HORIZONTAL

DRAINAGE PIPE, EACH VENT PIPE SHALL

HAVE ITS INVERT TAKEN OFF ABOVE THE

DRAINAGE CENTERLINE OF SUCH PIPE
DOWNSTREAM OF THE TRAP BEING SERVED.

MAX. 65" LONG @ Ø2"
MAX. 65" LONG @ Ø2"
4" FERNCO

CAST IRON & PLASTIC

FLEXIBLE COUPLING
(PROVIDED BY EXELOO)
4"
4"
4"
2"
2"
4" P-TRAP
4" P-TRAP
2 1
2" FLOOR DRAIN

OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)
2 1
2" FLOOR DRAIN

OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)
4"
4"
2' 6" 2' 6"
8'
5 4
1 3
2 7
6 8

VENT MUST CONNECT ABOVE FFL,
3" CAST IRON & PLASTIC

FLEXIBLE COUPLING
(PROVIDED BY EXELOO)
3" UNDERSLAB VENT
AS PER CPC §905.3

LINE OF TRANSITION

SCOPE OF WORK

LINE OF TRANSITION

SCOPE OF WORK
3" OR 3"x4" FERNCO

CAST IRON & PLASTIC

FLEXIBLE COUPLING
(SUPPLIED BY CONTRACTOR)
3" OR 3"x4" FERNCO

CAST IRON & PLASTIC

FLEXIBLE COUPLING
(SUPPLIED BY CONTRACTOR)
FLOOR DRAINS:
2 1
2" BSP MALE & 3" NPT FEMALE

ARE BOTH SUPPLIED BY EXELOO
4" CLEAN OUT TO

BE POSITIONED

OUTSIDE SERVICE BAY
SEE B11
10 1
1 2" LAVATORY WASTE
1 1
2" LAVATORY WASTE

VENT CONNECTION POINT

CONNECTION POINT OF VENT IS

ABOVE THE FLOOD LEVEL

OF THE TOILET PANS
NOTE:

1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE

VENT PIPE TO RUN BEHIND CONTROL BOX
- COMPLIES WITH DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26(E)(1)
-SEE P14 FOR DETAILS
11/8/22
931

WATER SUPPLY SCHEMATIC PLAN
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

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Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

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Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
14 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

TO WATER SUPPLY
(BY OTHERS)

FLOOR WASH

SOLENOID

FLOOR WASH

SOLENOID

ZURN FLUSH

ZURN FLUSH VALVE
VALVE
1 1
2" FLUSH PIPE 1
1 2" FLUSH PIPE
Ø1
1 4"
Ø1
1 Ø1 4"
1 4"
Ø1
1 4"
Ø1
1 4"
Ø1
1 4"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
5 Ø 8"
5 8"
Ø
5 8"
1 1
4" /
13 16" / 1
1 4"
TEE
1 1
4" /
13 16" / 1
1 4"
TEE
1 1
4" /
5 8"
REDUCER 1
1 4" /
5 8" / 1
1 4"
TEE

WATER CLOSET

BASIN BASIN

VALVE TRAIN
SEE SHEET P15

SERVICE
AREA

ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
NOTE:

1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE

2. ALL PIPES AND DUCTS ARE CLEAR OF THE DEDICATED ELECTRICAL SPACE AS PER NEC 110.26.(E)(1) FAUCET
(HOSE BIB)

FLOOR WASH
OUTLET

FLOOR WASH

SOLENOID

WATER CLOSET

1.28gal (4.8L) MAX.

PER FLUSH

1.28gal (4.8L) MAX.

PER FLUSH

LAVATORY FAUCET

0.5GPM (MAX.) @ 60 PSI LAVATORY FAUCET

0.5GPM (MAX.) @ 60 PSI
11/8/22
932

ISOMETRIC VIEW

EXPLODED VIEW
Parts List

ITEM PART NUMBER DESCRIPTION QTY
1 5505008 VALVE TRAIN USA 1-1/4 VALVE BALL FEM/FEM LONG HANDLE WATER 1 2 5505015 VALVE TRAIN USA 1-1/4 BRONZE 150 SWP THREADED Y STRAINER 1 3 55160056 WATER METER - FOR REMOTE MONITORING (AS REQUIRED) 1 4 5505016 VALVE TRAIN USA 1-1/4 BRASS THREADED SPRING CHECK VALVE 1 5 5505013 VALVE TRAIN USA 1-1/4 BRONZE PRESSURE REDUCING VALVE FNPT X FNPT 1 6 5505017 VALVE TRAIN USA 1-1/4 X 2 BRASS NIPPLE GLOBAL 4 Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK

VALVE TRAIN - USA
1-A 15/09/2021
15 VALVE TRAIN ASSEMBLY - USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
15/09/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
P
5 4
2 1

WATER IN
3 6
6 6
3 6
5 6
4 6
2 6
1 6
APPROXIMATE LENGTH OF TRAIN = 920mm (36
1 4")
APPROX. 920mm (36
1 4
")
11/8/22
933

BUTTON, LIGHT AND BRAILLE POSITIONS

BUTTON, LIGHT AND BRAILLE POSITIONS
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

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Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
SIGN FRAME MU001 -
ADA
1-A 17/03/2020
16 SIGN DOOR ASSEMBLY USA - ADA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
1/05/2006
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G
840 mm[33
1 8 in]
1100 mm[43
1 4 in]
2058 mm[81 in]
FFL
456 mm
[18 in]
860 mm[33
7 8 in]

BUTTON HEIGHT AS PER
11B-308.2.1 UNOBSTRUCTED
2019 CALIFORNIA

BUILDING CODE,
MIN 15in/MAX 48in ABOVE FFL
4 8 in B
R
AILLE
MIN
1600 mm[63 in]
260 mm[10
1 4 in]
430 mm[16
7 8 in]
655 mm[25
3 4 in]

EXAMPLE SIGNS ONLY
6 0 in B
R
AILLE
M
AX

ACCESSIBLE RESTROOM

BRAILLE WITH TACTILE

CHARACTERS WALL

SIGNS AS PER
2019 CBC, 11B-703.4.

NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL

INDICATOR LIGHTS - NO BRAILLE
BETWEEN FFL & 48" ABOVE FFL
11/8/22
934

FRONT VIEW SIDE
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK

US ADA GENDER

NEUTRAL SIGN
1-A 21/09/2018
17 ACCESSIBLE RESTROOM DOOR SIGN
JJG
in
N.T.S.

Generic REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
20/09/2018
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G

6.4 mm
[
1 4 in]

6.4 mm
[
1 4 in]
n304.8 mm
[n12 in]
6 0in
FFL

ACCESSIBLE RESTOOM

DOOR SIGN AS PER
CBC, 11B703.7.2.6.
12 THE UNISEX GEOMETRIC SYMBOL WITH THE PICTOGRAM,

RAISED CHARACTERS AND GRADE II BRAILLE IS LOCATED

FOR CLEAR AND SAFE ACCESS AND MOUNTED ADJACENT
TO THE PUBLIC RESTROOM ACCESSWAYS.
11/8/22
935

MAIN VIEW
SECTION VIEW BP-BP (1 : 20)
SECTION VIEW BR-BR (1 : 20)
SECTION VIEW BT-BT (1 : 20)
BM BM
BN
BN
BU
BU
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
3D-2755
1-A 15/07/2021
18 JUPITER SUPER TWIN BASE - USA
JJG
in
N.T.S.

32.5 mm
[1
1 4 in]
31 mm
[1
1 4 in]
5400 mm
[212
5 8 in]
32 mm , 18 SPACES @ 300
[1
1 4 in]
31 mm
[1
1 4 in]
30 mm
[1
1 8 in]
202.5 mm
[8 in]
215 mm
[8
1 2 in]
900 mm
[35
3 8 in]
, 6 SPACES @ 150
215 mm
[8
1 2 in]
2400 mm
[94
1 2 in]
, 8 SPACES @ 300
215 mm
[8
1 2 in]
900 mm
[35
3 8 in]
, 6 SPACES @ 150
215 mm
[8
1 2 in]
202.5 mm
[8 in]
30 mm
[1
1 8 in]
130 mm[5
1 8 in]

TIE IN REINFORCING

TO CAST IN PLATES
98 mm
[3
7 8 in]
2101 mm
[82
3 4 in]
, 7 SPACES @ 300
2275 mm
[89
5 8 in]
35 mm[1
3 8 in]
33 mm[1
1 4 in]

TIE IN REINFORCING

TO CAST IN PLATES
100 mm
[3
7 8 in]
2100 mm
[82
5 8 in]
, 14 SPACES @ 150
150 mm
[5
7 8 in]
160 mm[6
1 4 in]
280 mm
[11 in]
50 mm[2 in]
140 mm
[5
1 2 in]
280 mm
[11 in]
160 mm
[6
1 4 in]
130 mm[5
1 8 in]
NOTES (IMPERIAL):

1. CONCRETE STRENGTH TO BE 40 MPa

2. CONCRETE COVER TO BE 30mm U.N.O

3. REFER TO NZ 3109:1997 TABLE 5.1

FOR PRECASTE TOLERANCES

4. PRODUCT CODE - WX

5. REINFORCING TO BE GRADE 430
AND HD10
200 mm[7
7 8 in]
837.5 mm[33 in]
200 mm[7
7 8 in] 837.5 mm
[33 in]
200 mm[7
7 8 in]
2275 mm[89
5 8 in]
200 mm[7
7 8 in]
280 mm
[11 in]
140 mm
[5
1 2 in]
200 mm
[7
7 8 in]
1997.1 mm
[78
5 8 in]

47.9 mm
[1
7 8 in]
200 mm
[7
7 8 in]
655 mm
[25
3 4 in]
200 mm
[7
7 8 in]

27.9 mm
[1
1 8 in]
1997.1 mm
[78
5 8 in]
200 mm
[7
7 8 in]
200 mm[7
7 8 in]
140 mm[5
1 2 in]
280 mm[11 in]
R60 mm
[R2
3 R60 mm 8 in]
[R2
3 8 in]
120 mm
[4
3 4 in]
101.6 mm
[4 in]
101.6 mm
[4 in]
220 mm[8
5 8 in]
200 mm[7
7 8 in]
837.5 mm[33 in]
200 mm[7
7 8 in]
837.5 mm[33 in]
200 mm[7
7 8 in]
200 mm
[7
7 8 in]
1738.5 mm
[68
1 2 in]
824 mm
[32
1 2 in]
824 mm
[32
1 2 in]
1738.5 mm
[68
1 2 in]
200 mm
[7
7 8 in]
5525 mm
[217
1 2 in]
2537.5 mm
[99
7 8 in]
335.2 mm[13
1 4 in]
450 mm[17
3 4 in]
580 mm
[22
7 8 in]
2095.5 mm
[82
1 2 in]
TOP
BOTTOM
11/8/22
936

EXPLODED VIEW

TOP REINFORCING

BOTTOM REINFORCING

REINFORCING - HIDDEN VIEW
Parts List

ITEM PART NUMBER DESCRIPTION QTY
1 JUP 10025 CORNER REAR CASTING PLATE 2
2 JUP32 80002-USA JUPITER 32 CONCRETE FLOOR SLAB 1
3 JUP 10024 CORNER FRONT CASTING PLATE 6
JUP32 JUPITER 32 TOP REINFORCING 1
50012-JUP22US
4 5 JUP32 50022-jup22us JUPITER 32 BOTTOM REINFORCING 1 7 JUP 10023 REAR CASTING PLATE 2
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
3D-2755
1-A 15/07/2021
19 JUPITER SUPER TWIN BASE - USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/06/2011
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
1 3
3 7
7 3
3 1
3 3
4 2
5 2275 mm[89
5 8 in]
5525 mm
[217
1 2 in]
275 mm[10
7 8 in]
500 mm[19
5 8 in]
630 mm
[24
3 4 in]
2487.5 mm
[97
7 8 in]
2101 mm[82
3 4 in]
, 14 SPACES @ 150mm
99 mm[3
7 8 in]
201.5 mm
[7
7 8 in]
215 mm
[8
1 2 in]
900 mm
[35
3 8 in]
, 6 SPACES @ 150mm
215 mm
[8
1 2 in]
2400 mm
[94
1 2 in]
, 8 SPACES @ 300mm 215 mm
[8
1 2 in]
900 mm
[35
3 8 in]
, 6 SPACES @ 150mm
215 mm
[8
1 2 in]
203.5 mm
[8 in]
5465 mm
[215
1 8 in]
630 mm
[24
3 4 in]
2487 mm
[97
7 8 in]
2357 mm
[92
3 4 in]

97.8 mm[3
7 8 in]
2101.3 mm[82
3 4 in]
, 7 SPACES @ 300mm

31.5 mm
[1
1 4 in]
5400 mm
[212
5 8 in]

32.5 mm
[1
1 4 in]
147.5 mm
[5
3 4 in]
122.5 mm
[4
7 8 in]
5204 mm
[204
7 8 in]
499.8 mm[19
5 8 in]
274.9 mm[10
7 8 in]
11/8/22
937

FOUNDATION PLAN
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
3D-2712
1-P 27/05/2022
20 JUPITER SUPER TWIN/TRIPLE BASE FOR
MODELS 22,23,32,33,42,43,52,53
JJG
in
N.T.S.

SLAB SLOPES FROM 5-1/8" (5-5/8" INC TILES) AT FRONT
TO 6-1/4" (6-3/4" INC TILES) AT REAR.

FOOTING IS NOT PART OF THE BASE
- CONTRACTOR TO SUPPLY.

REFER TO HUME ENGINEERING DRAWINGS,
RS1.1 & RS2, FOR DETAILS OF THE FOUNDATION
1334 mm
[52
1 2 in]
2095.5 mm
[82
1 2 in]
2095.5 mm
[82
1 2 in]
2275 mm[89
5 8 in]
900 mm
[35
3 8 in]
457.2 mm
[18 in]
2810.6 mm
[110
5 8 in]
457.2 mm
[18 in]
900 mm
[35
3 8 in]
1128.6 mm
[44
3 8 in]
1128.6 mm
[44
3 8 in]
3267.8 mm
[128
5 8 in]
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22
938

FRONT PERSPECTIVE
Parts List

UNIT QTY QTY
ITEM
QTY

ITEM PART NUMBER
201
7 100 16 in11 1 AS 1163 - C350L0 75x75x5.0 SHS - 2558 2 16 in 423
1 211 4 in
5 2 AS 1163 - C350L0 75x75x5.0 SHS - 5375 2 8 in
274
5 91 8 in9 3 AS 1163 - C350L0 75x75x5.0 SHS - 2325 3 16 in 334
5 83 8 in
11 4 AS 1163 - C350L0 75x75x5.0 SHS - 2125 4 16 in
180
11 90 16 in3 5 AS 1163 - C350L0 75x75x5.0 SHS - 2295 2 8 in 186
5 93 8 in5 6 AS 1163 - C350L0 75x75x5.0 SHS - 2370 2 16 in 537
3 89 8 in9 7 AS 1163 - C350L0 75x50x3.0 RHS - 2275 6 16 in 30 11 30 16 in11 8 AS 1163 - C350L0 75x50x3.0 RHS - 780 1 16 in 14 11 14 16 in11 9 AS 1163 - C350L0 75x50x3.0 RHS - 372.5 1 16 in 87 1 87 8 in1 10 AS 1163 - C350L0 50x50x3.0 SHS - 2212.5 1 8 in 61 7 30 16 in11 11 AS 1163 - C350L0 50x50x3.0 SHS - 780 2 16 in 353
9 88 16 in3 12 AS 1163 - C350L0 75x50x3.0 RHS - 2245 4 8 in 7 13 3 16 in15 13 AS 1163 - C350L0 50x50x3.0 SHS - 99.5 2 16 in 89 3 44 8 in11 14 AS 1163 - C350L0 50x50x3.0 SHS - 1135 2 16 in 33 3 33 8 in3 15 AS 1163 - C350L0 50x50x3.0 SHS - 848 1 8 in 18 11 6 16 in1 16 AS 1163 - C350L0 75x75x5.0 SHS - 158 3 4 in 242
1 40 8 in3 17 AS 1163 - C350L0 75x50x3.0 RHS - 1025 6 8 in 180
11 90 16 in3 18 AS 1163 - C350L0 75x75x3.0 SHS - 2295 2 8 in 103
1 51 4 in
5 19 AS 1163 - C350L0 50x50x3.0 SHS - 1311 2 8 in
161
7 40 16 in3 20 AS 1163 - C350L0 75x25x2.5 RHS - 1025 4 8 in 41 15 21 AS 1163 - C350L0 50x50x3.0 SHS - 533 2 21 in 16 in 21 15 22 AS 1163 - C350L0 50x50x3.0 SHS - 279 2 11 in 16 in 3 16 in
1 23 55254235 4 16 in
93 13 93 16 in13 24 AS 1163 - C350L0 50x50x3.0 SHS - 2382.5 1 16 in 1 16 in
1 25 55250622 2 16 in
167
5 83 16 in11 26 AS 1163 - C350L0 50x25x3.0 RHS - 2125 2 16 in 167
7 83 16 in
11 27 AS 1163 - C350L0 100x50x3.0 RHS - 2126.126 2 16 in 167
5 83 16 in11 28 AS 1163 - C350L0 75x50x3.0 RHS - 2125 2 16 in 13 3 13 8 in3 29 AS 1163 - C350L0 50x50x3.0 SHS - 340.5 1 8 in 87 7 87 8 in7 30 AS 1163 - C350L0 50x50x3.0 SHS - 2232.5 1 8 in 32 5 32 8 in5 31 AS 1163 - C350L0 50x50x3.0 SHS - 828 1 8 in 32 AS 1163 - C350L0 50x50x3.0 SHS - 2362.5 1 93 in 93 in 12 5 12 8 in5 33 AS 1163 - C350L0 50x50x3.0 SHS - 320.5 1 8 in 10 3 10 4 in3 34 AS 1163 - C350L0 75x50x3.0 RHS - 272.5 1 4 in 88 3 88 8 in3 35 AS 1163 - C350L0 75x75x3.0 SHS - 2245 1 8 in 25 3 12 8 in11 36 AS 1163 - C350L0 75x50x3.0 RHS - 322.5 2 16 in 117
13 14 16 in3 37 AS 1163 - C350L0 50x50x3.0 SHS - 374 8 4 in 217
1 217 16 in1 38 AS 1163 - C350L0 75x75x5.0 SHS - 5513 1 16 in 218
13 218 16 in13 39 AS 1163 - C350L0 75x75x5.0 SHS - 5558 1 16 in 70 3 35 16 in1 40 AS 1163 - C350L0 75x50x3.0 RHS - 891 2 16 in 37 5 18 8 in13 41 AS 1163 - C350L0 75x25x2.5 RHS - 478 2 16 in 3 16 in
1 42 55254335 4 16 in
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 27/05/2022
21 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REV DESCRIPTION DATE
1-B REMOVE ROOF OUTRIGGERS 29/04/2022
42 42
42 42
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x
3 16" WITH
1 4" WELDS ALL AROUND
11/8/22
939

REAR PERSPECTIVE
Parts List

UNIT QTY QTY
ITEM
QTY

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 27/05/2022
22 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

ALL HSS 3" x 3" x
3 16" WITH
1 4" WELDS ALL AROUND
11/8/22
940

3. FRONT ELEVATION (NO ROOF) 1. RIGHT ELEVATION (NO ROOF)

4. PLAN (NO ROOF)
BF ( 1:10 )
BG ( 1 : 10 )
BH ( 1 : 10 )
BF
BG
BH
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 27/05/2022
23 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
11/05/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S
1840 mm
[72
1 2 in]
5525 mm
[217
1 2 in]
30 mm
[1
1 8 in]
140 mm[5
1 2 in]
16 mm
[
5 8 in]
2212.5 mm
[87
1 8 in]
780 mm
[30
3 4 in]
2232.5 mm
[87
7 8 in]
1406 mm[55
3 8 in]
245 mm[9
5 8 in]
374 mm[14
3 4 in]
2275 mm[89
5 8 in]
290.5 mm
[11
3 8 in]
540 mm
[21
1 4 in]
433 mm
[17 in]
540 mm
[21
1 4 in]
229 mm
[9 in]
229 mm
[9 in] 540 mm
[21
1 4 in]
433 mm
[17 in]
540 mm
[21
1 4 in]
270.5 mm
[10
5 8 in]
780 mm
[30
3 4 in]
374 mm
[14
3 4 in]
50 mm
[2 in]
25 25
170 mm[6
3 4 in]
780 mm
[30
3 4 in]
2557.3 mm[100
5 8 in]
2400 mm[94
1 2 in]
322.5 mm
[12
3 4 in]
1200 mm[47
1 4 in]
1025 mm[40
3 8 in]
2558 mm[100
3 4 in]
2400 mm[94
1 2 in] 30 mm
[1
1 8 in]
1025 mm
[40
3 8 in]
1025 mm
[40
3 8 in]
411 mm
[16
1 8 in]
405 mm
[16 in]
478 mm[18
7 8 in]
565 mm[22
1 4 in]
964 mm[38 in]
38 mm[1
1 2 in]
84 mm
[3
1 4 in]
2275 mm
[89
5 8 in]
1170 mm[46
1 8 in]
1025 mm[40
3 8 in]
2370 mm[93
1 4 in]
669 mm
[26
3 8 in]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 25 26
8 3
2 25 mm
[1 in]
170 mm[6
3 4 in]
100 mm
[3
7 8 in]
12 mm
[
1 2 in]

PORTAL OFFSET

GUSSET TOP
& BOTTOM

PORTAL OFFSET
25 mm[1 in]
75 mm[3 in]
100 mm[3
7 8 in]
25 mm
[1 in]
26 2/S4
4/S4
3/-
1/-
1406 mm[55
3 8 in]
1910 mm
[75
1 4 in]
272.5 mm
[10
3 4 in]
1200 mm[47
1 4 in]
1025 mm[40
3 8 in]
FRONT
REAR
REA
R
FR
ONT
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x
3 16" WITH
1 4" WELDS ALL AROUND
11/8/22
941

5. REAR ELEVATION (NO ROOF)

2. LEFT ELEVATION (NO ROOF)

6. FRONT LIFTING PLATE

DETAIL VIEW BJ

7. FRONT LIFTING PLATE

DETAIL VIEW BK
BJ
BK
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 27/05/2022
24 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

99.5 mm
[3
7 8 in]
1135 mm
[44
5 8 in]
1135 mm
[44
5 8 in]
848 mm
[33
3 8 in]
828 mm
[32
5 8 in]
5525 mm
[217
1 2 in]
2212.5 mm
[87
1 8 in]
2232.5 mm
[87
7 8 in]

99.5 mm
[3
7 8 in]
1170 mm[46
1 8 in]
780 mm
[30
3 4 in]
1025 mm[40
3 8 in]
2370 mm[93
1 4 in]
1135 mm
[44
5 8 in]
1025 mm[40
3 8 in]
2370 mm[93
1 4 in]
2558 mm[100
3 4 in]
2400 mm[94
1 2 in]
2275 mm
[89
5 8 in]
964 mm[38 in]
75 mm[3 in]
165 mm[6
1 2 in]
140 mm
[5
1 2 in]
140 mm
[5
1 2 in]
165 mm[6
1 2 in]
75 mm[3 in]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 1025 mm
[40
3 8 in]
1025 mm
[40
3 8 in]
1170 mm[46
1 8 in]
1231 mm[48
1 2 in] 30 mm
[1
1 8 in]
REA
R
FR
ONT
REA
R
FR
ONT
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x
3 16" WITH
1 4" WELDS ALL AROUND
11/8/22
942

FRONT ELEVATION

RIGHT ELEVATION

PLAN VIEW
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 27/05/2022
25 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

22.5 mm
[
7 8 in]

22.5 mm
[
7 8 in]
6 mm
[
1 4 in]
6 mm
[
1 4 in]
REA
R
FR
ONT
FRONT
REAR
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x
3 16" WITH
1 4" WELDS ALL AROUND
11/8/22
943

FRONT ELEVATION FRONT - ACCESSIBLE SWING DOOR
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 27/05/2022
26 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

SWING DOOR FOR MANUAL

OPTION (REFER SHEET G/EXELOO

QUALITY ASSURANCE MANUAL)
953 mm
[37
1 2 in]

CLEAR OPENING
2064 mm[81
1 4 in]
1035 mm
[40
3 4 in]
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x
3 16" WITH
1 4" WELDS ALL AROUND
11/8/22
944

DETAIL CJ - TYPICAL
"T" CONNECTION & VERTICAL WELDS
( 1 : 10 )

DETAIL CL
POST TO BEAM CONNECTION ( 1 : 10 )

DETAIL CM

TYPICAL BASE PLATE CONNECTION

CENTRE PORTAL POST
( 1 : 10 )

DETAIL CP

TYPICAL BASE PLATE CONNECTION

CORNER PORTAL POSTS
( 1 : 10 )

DETAIL CT

LIFT PLATE TO

PORTAL/ROOF BEAM
1 : 10 )
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

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Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
27 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

POST PER PLAN
1/4"
1/4"
BEAM

POST PER PLAN

BEAM PER PLAN
1/4"
1/4"

CONCRETE SLAB PER PLAN
1/4"

HSS POST PER PLAN
PL
1 2"x10x10
1/4"
4-
3 8"Ø WELDED
STUDS x 3" LONG

CONCRETE SLAB PER PLAN
HSS 3x2x
1 8 FLAT

HSS POST PER PLAN

REFER TO HUME ENGINEERING DRAWINGS,
RS4, FOUNDATION, DATE 2020-09-21

FOR FOUNDATION DETAILS
NOTE (FOR DETAIL C - FOOTING @ SLAB):

1. THE SUBGRADE (BELOW THE AGGREGATE BASE) SHOULD BE SCARIFIED TO A DEPTH OF ABOUT 12 INCHES, MOISTURE CONDITIONED, TO AT LEAST 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT, AND RE-COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION PER ASTM D-1557.

2. THE BOTTOM OF THE FOOTING EXCAVATION SHOULD BE COMPACTED WITH A JUMPING JACK COMPACTOR WITH AT LEAST 4 PASSES.

3. THE SLAB SHOULD BE UNDERLAIN BY 2 INCHES A MASON SAND (ASTM C-144) COMPACTED WITH A VIBRATORY PLATE OVER A MINIMUM 4 INCHES OF CLASS 2 AGGREGATE BASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION.

PL
1 2"x10x10
1/4"
1/4"

76.1 mm
[3 in]
50 mm[2 in]

TIE IN REINFORCING

TO CAST IN PLATES

TIE IN REINFORCING

TO CAST IN PLATES
1/4"
1/4"

PORTAL BEAM

ROOF BEAM
75 mm[3 in]

76.1 mm
[3 in]
3 4" LIFT PLATE
3 4" LIFT PLATE

28.2 mm
[1
1 8 in] 30 mm
[1
1 8 in]
141.3 mm[5
5 8 in]
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x
3 16" WITH
1 4" WELDS ALL AROUND
11/8/22
945
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
28 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
29 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
30 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
31 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

DOOR ENTRY & CONCRETE APRON
( 1 : 3 )
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Ma Drawing No: terial:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 24/08/2022
32 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

CONCRETE APRON
(BY OTHERS)

FLOOR DRAIN GRATE

DOOR THRESHOLD

FLOOR TILE

POCKET SLIDING DOOR
CONCRETE SLAB BASE 130 mm
[5
1 8 in]

FRONT OF SLAB
12 mm
[
1 2 in]
FLO
O
R
TILE

11.8 mm
[
1 2 in]

THRESHOLD
5 mm
[
1 4 in]
11/8/22
950
. “ ” “ ” ·····
··
·· ·····
NO. DATE : ISSUED FOR :

S H E E T N A M E :

P R O J E C T: S H E E T N O.

D R A W N B Y : RS0.1
20 020

DETAILS
2022-05-09 STAMPED SET #01

ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TO

BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTING ENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.

P.O. Box 15238
San Luis Obispo, Ca. 93406
e-mail: [email protected]
www.thengineers.com
Phone: (805) 543-6311
Fax: (805) 781-9476
SB Phone: 962-6311
P.O. Box 15238 San Luis Obispo CA 93406
805-543-6311 SDS
Structural Drafting Services JUPITER DOUBLE UNIT JUP22DD, JUP32DD,, JUP42DD, JUP52DD 2022-06-07 STAMPED SET #02 O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:24:15 AM, alma Digitally signed by Thom DN: C=US,
[email protected],
O=THE inc, OU=THE,
CN=Thom
Location: SLO
Reason: I am approving
this document
Contact Info: Thom
Date: 2022.06.07
16:36:12-07'00'
951
NO. DATE : ISSUED FOR :

S H E E T N A M E :

P R O J E C T: S H E E T N O.

D R A W N B Y : RS1.1
20 020

DETAILS
2022-05-09 STAMPED SET #01

ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TO

BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTING ENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.

S H E E T N A M E :

P R O J E C T: S H E E T N O.

D R A W N B Y : RS2
20 020

FOUNDATION & ROOF PLAN
2022-05-09 STAMPED SET #01

ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TO

BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTING ENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.

P.O. Box 15238
San Luis Obispo, Ca. 93406
e-mail: [email protected]
www.thengineers.com
Phone: (805) 543-6311
Fax: (805) 781-9476
SB Phone: 962-6311
P.O. Box 15238 San Luis Obispo CA 93406
805-543-6311 SDS
Structural Drafting Services JUPITER DOUBLE UNIT JUP22DD, JUP32DD,, JUP42DD, JUP52DD 2022-06-07 STAMPED SET #02 O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\20 020 S2 FOUNDATION & ROOF PLAN.dwg, 6/7/2022 8:24:39 AM, alma 953
NO. DATE : ISSUED FOR :

S H E E T N A M E :

P R O J E C T: S H E E T N O.

D R A W N B Y : RS3
20 020

ELEVATION PLAN
2022-05-09 STAMPED SET #01

ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TO

BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTING ENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.

P.O. Box 15238
San Luis Obispo, Ca. 93406
e-mail: [email protected]
www.thengineers.com
Phone: (805) 543-6311
Fax: (805) 781-9476
SB Phone: 962-6311
P.O. Box 15238 San Luis Obispo CA 93406
805-543-6311 SDS
Structural Drafting Services JUPITER DOUBLE UNIT JUP22DD, JUP32DD,, JUP42DD, JUP52DD 2022-06-07 STAMPED SET #02 O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\20 020 S3 ELEVATION PLAN.dwg, 6/7/2022 8:24:44 AM, alma 954
NO. DATE : ISSUED FOR :

S H E E T N A M E :

P R O J E C T: S H E E T N O.

D R A W N B Y : RSD1.1
20 020

DETAILS
2022-05-09 STAMPED SET #01

ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TO

BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTING ENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.

S H E E T N A M E :

P R O J E C T: S H E E T N O.

D R A W N B Y : RSD1.2
20 020

DETAILS
2022-05-09 STAMPED SET #01

ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TO

BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTING ENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.

S H E E T N A M E :

P R O J E C T: S H E E T N O.

D R A W N B Y : RSD1.3
20 020

DETAILS
2022-05-09 STAMPED SET #01

ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THE DRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TO

BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTING ENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX D.

STAGE SHADE STRUCTURE PLANS (FOR REFERENCE ONLY)
958
SHEET
REVISION:

PROJECT NAME:

PRELIMINARY ID:

DRAWN BY:

DATE:

DISTINCTIVE STEEL SHELTERS
WWW.ICONSHELTERS.COM
BUILDING TYPE:

DWG:

QF-73-01-42
Engineering\AcadStandard\Blocks\Titles\ICONPRETB Elevation 80281
FAR27X42.5-16
ACP
8/2/2023

1.0 FILTERED LIGHT
PANELS
ineering\Standards\FAR\27X42.5\Z2C-20-90-150\Drawingsreliminary\FAR27x42.5-16Z2C-P0-20-90-150~80281.DWG A
PRELIMINARY:

NOT FOR

CONSTRUCTION
\A1;2'
\A1;16' REF
\A1;18'-6" REF
\A1;27' REF
\A1;15'-6" REF
\A1;42'-6" REF
\A1;41'-7{\H1x;\S11#16;}" REF
\A1;33'-7" REF
\A1;30'-9" REF
\A1;20' REF
\A1;6" REF
\A1;7' REF
\A1;10' REF
\A1;12'-10" REF
\A1;15'-4" REF \A1;3'-8" REF
\A1;19' REF
GRADE

TOP OF STAGE
\A1;CANTED 8" ROUND COLUMNS
\A1;STEEL FRAME 7'X20' WALL W/ 14GA PANELS BOTH SIDES

ART (NOT BY ICON, SHOWN FOR REFERENCE ONLY)
INSTALLED OVER TUBE STEEL FRAMING WITH 14GA BACK PANELS 11GA LASER CUT FILTERED LIGHT PANELS
(CUT PATTERN T.B.D.)

STAGE NOT BY ICON

SHOWN FOR REFERENCE ONLY
GRADE

TOP OF STAGE
959
SHEET
REVISION:

PROJECT NAME:

PRELIMINARY ID:

DRAWN BY:

DATE:

DISTINCTIVE STEEL SHELTERS
WWW.ICONSHELTERS.COM
BUILDING TYPE:

DWG:

QF-73-01-42
Engineering\AcadStandard\Blocks\Titles\ICONPRETB Anchor Bolt Layout 80281
FAR27X42.5-16
ACP
8/2/2023

2.0 FILTERED LIGHT
PANELS
ineering\Standards\FAR\27X42.5\Z2C-20-90-150\Drawingsreliminary\FAR27x42.5-16Z2C-P0-20-90-150~80281.DWG A

CONCRETE FOOTING

NOT TO SCALE

ACTUAL FOOTING DESIGN

SHOWN ON INSTALLATION

DRAWINGS
3/4" ANCHOR BOLT
W/ (2) 3/4" NUTS
(4) PLCS 6" EMBEDMENT
\A1;4" \A1;10"

CONCRETE FOOTING

NOT TO SCALE

ACTUAL FOOTING DESIGN

SHOWN ON INSTALLATION

DRAWINGS
3/4" ANCHOR BOLT
W/ 3/4" NUTS (4) PLCS
{STANDARD BASE CONNECTION
}COLUMN TYPE: A (6" BURIED)
{OPTIONAL BASE CONNECTION
}COLUMN TYPE: B (SURFACE MOUNT W/ COVERS) \A1;2 1/2"

BASE COVERS

OPTIONAL

LEVELING NUTS
PRELIMINARY DRAWINGS SHOWN AS 6" BURIED
PRELIMINARY: NOT
FOR

CONSTRUCTION

Z (INSIDE OF BUILDING)
Y THESE FOUNDATION LOADS ARE FOR ESTIMATING PURPOSE ONLY. THE ACTUAL LOADS WILL BE DETERMINED IN THE FINAL ENGINEERING {NOTES}:
- TABLE SHOWS UNFACTORED SERVICE LOADS
- A FOUNDATION DESIGN HAS NOT BEEN PERFORMED BY ICON SHELTER SYSTEMS INC. - A LICENSED ENGINEER FAMILIAR WITH SOIL CONDITIONS AT CONSTRUCTION SITE MUST PERFORM A FOUNDATION DESIGN.
- THE STRUCTURE HAS BEEN ENGINEERED AS AN OPEN STRUCTURE. - CONSULT ICON SHELTER SYSTEMS INC. IF THE STRUCTURE IS TO BE ENCLOSED. - COORDINATES ARE LOCAL TO THE COLUMN
{DEFINITIONS:}
DL = SERVICE LEVEL DEAD LOAD REACTION WITH THE GREATEST AXIAL LOAD SL = SERVICE LEVEL SNOW LOAD REACTION WITH THE GREATEST AXIAL LOAD W-UL = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST UPLIFT LOAD W-Y = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST MAGNITUDE OF

SHEAR IN THE LOCAL Y DIRECTION
W-Z = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST SHEAR VALUE

ACTING IN THE SAME DIRECTION AS THE DL SHEAR LOAD
E-Y = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF

SHEAR IN THE LOCAL Y DIRECTION
E-Z = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF

SHEAR IN THE LOCAL Z DIRECTION
\A1;9'-4" \A1;9'-4"
\A1;28'
\A1;19'-6"
\A1;18'-8"
(KIPS, IN-KIPS) FOUNDATION LOADS

LOADS TO FOUNDATION

LOAD COMBINATION
CL1
DL
SL

W-UPLIFT
W-FY
W-FZ
E-FY
E-Z

3.52 5.59
-4.27

3.95 4.54
-1.97
-0.98
-0.01

0.01 -0.01
-0.06
-0.04
-1.46
-0.17

0.14 0.18
-0.14
-0.34

0.60 -0.01
-1.83
-5.69
-8.33

6.37 28.54
-40.58

0.32 134.72
-0.85
-0.35

0.26 -5.12
-5.18
-147.35
-16.40
AXIAL (Fx) SHEAR (Fy) SHEAR (Fz) MOMENT (My) MOMENT (Mz) 960
SHEET
REVISION:

PROJECT NAME:

PRELIMINARY ID:

DRAWN BY:

DATE:

DISTINCTIVE STEEL SHELTERS
WWW.ICONSHELTERS.COM
BUILDING TYPE:

DWG:

QF-73-01-42
Engineering\AcadStandard\Blocks\Titles\ICONPRETB Frame
80281
FAR27X42.5-16
ACP
8/2/2023

3.0 FILTERED LIGHT
PANELS
ineering\Standards\FAR\27X42.5\Z2C-20-90-150\Drawingsreliminary\FAR27x42.5-16Z2C-P0-20-90-150~80281.DWG A
PRELIMINARY:

NOT FOR

CONSTRUCTION
ALL STRUCTURAL COMPONENTS WILL BE:

TUBE: ASTM A500 GRADE B
PLATE: ASTM A36
BOLTS: ASTM A325
NUTS: ASTM A563
WELDING: GMAW
{NOTE}:

COLUMN SIZE:

CC6-8 ROUND COLUMNS
\A1;10'
\A1;16'-6"
\A1;19'
\A1;15'-6"
\A1;27'
\A1;42'-6"
\A1;9'
961
\A1;120.000 TYP.
\A1;48.000 TYP.
\A1;96.000 TYP.
\A1;48.000 TYP.
10GA LASER CUT PANEL DESIGNS
\pxqc;6
\pxqc;8\pxqc;9
SHEET
REVISION:

PROJECT NAME:

PRELIMINARY ID:

DRAWN BY:

DATE:

DISTINCTIVE STEEL SHELTERS
WWW.ICONSHELTERS.COM
BUILDING TYPE:

DWG:

QF-73-01-42
Engineering\AcadStandard\Blocks\Titles\ICONPRETB Laser Cut Patterns 80281
FAR27X42.5-16
ACP
8/2/2023

4.0 FILTERED LIGHT
PANELS
ineering\Standards\FAR\27X42.5\Z2C-20-90-150\Drawingsreliminary\FAR27x42.5-16Z2C-P0-20-90-150~80281.DWG A
PRELIMINARY:

NOT FOR

CONSTRUCTION
962
SHEET
REVISION:

PROJECT NAME:

PRELIMINARY ID:

DRAWN BY:

DATE:

DISTINCTIVE STEEL SHELTERS
WWW.ICONSHELTERS.COM
BUILDING TYPE:

DWG:

QF-73-01-42
Engineering\AcadStandard\Blocks\Titles\ICONPRETB Electrical 80281
FAR27X42.5-16
ACP
8/2/2023

5.0 FILTERED LIGHT
PANELS
ineering\Standards\FAR\27X42.5\Z2C-20-90-150\Drawingsreliminary\FAR27x42.5-16Z2C-P0-20-90-150~80281.DWG A
PRELIMINARY: NOT FOR

CONSTRUCTION

ELECTRICAL INFORMATION - MONOSLOPE
ICON'S STANDARD ELECTRICAL IS DESIGNED TO ACCOMMODATE Ø1/2" CONDUIT WITH A Ø3" INLET HOLE ON THE BOTTOM OF EACH COLUMN.

THE CONDUIT PATHWAY RUNS THROUGH THE COLUMN, RAFTER, AND RIDGE BEAM THROUGH ALL BOLTED CONNECTIONS AS SHOWN.

IF YOU HAVE SPECIAL ELECTRICAL REQUIREMENTS, PLEASE OUTLINE ANY CHANGES BELOW AS DESCRIBED.

PLEASE NOTE: DESIGN LIMITATIONS ON HOLE/CUTOUT SIZES MAY APPLY.

ICON WILL REACH OUT TO DISCUSS ANY SUCH LIMITATIONS AS NEEDED.

NOTE: ICON SHELTER FRAME IS NOT UL LISTED TO ACT AS A CONDUIT FOR ELECTRICAL WIRING. CONSULT LOCAL BUILDING CODES WHEN PLANNING YOUR ELECTRICAL SYSTEM.

STEPS:

1. CONDUIT HOLE SIZE (DETAIL A)

2. ELECTRICAL EXIT HOLES (DETAIL B)

3. ELECTRICAL ACCESS & COVER PLATES (DETAIL C)

4. ELECTRICAL CONDUIT PATHWAY (DETAIL D)

IF REQUIRED, PLEASE DRAW THE NECESSARY ELECTRICAL
CONDUIT PATHWAY ON THE FRAME SHEET OF THIS PRELIMINARY.

DETAIL D
SHEET REVISION:

PROJECT NAME:

JOB NO.:

DRAWN BY:

DATE:

DISTINCTIVE STEEL SHELTERS
WWW.ICONSHELTERS.COM
BUILDING TYPE:

DWG:

QF-73-01-42 Engineering\AcadStandard\Blocks\Titles\ICONPRETB Frame MP20X24
MP
1/1/2020

3.0 S:\Engineering\AcadStandards\Blocks\Electrical Details A
NOTE: BUILDING DEPICTED ON THIS SHEET FOR ILLUSTRATION
PURPOSES ONLY. ACTUAL LAYOUT AND FRAME MEMBER QUANTITIES VARY BY DESIGN. PLEASE REFER TO ELEVATION AND FRAME SHEETS IN THIS PRELIMINARY FOR ORDER-SPECIFIC CONFIGURATION. CONDUIT (NOT BY ICON)
Ø3" HOLE THROUGH

EACH COLUMN BASE

CONDUIT

PATHWAY

OPTIONAL EXIT HOLES
IF REQUIRED, EXIT HOLES FOR LIGHTING, ETC.

CAN BE PLACED IN THE RAFTER AND/OR PURLIN.

USE FRAME SHEET OF THIS PRELIMINARY TO SPECIFY
REQUIRED EXIT HOLE LOCATIONS AND SIZE.

PURLIN

DETAIL B

OPTIONAL CUTOUTS

USE FRAME SHEET OF THIS PRELIMINARY TO SPECIFY

REQUIRED CUTOUT LOCATIONS (CHARGES APPLY)

SEE REQUIRED INFO BELOW
(3) SPECIFY HEIGHT ABOVE

FINISHED GRADE FOR

EACH CUTOUT AS SHOWN
(1) STANDARD CUTOUT SIZE
SHOWN. SPECIFY IF OTHER
SIZE REQUIRED.
(2) CUTOUTS WILL BE ON INSIDE

FACE OF COLUMN UNLESS

OTHERWISE INDICATED ON
FRAME SHEET.
(4) COVER PLATES PROVIDED UPON REQUEST
(CHARGES APPLY)
PLEASE SPECIFY TYPE AND QUANTITY REQUIRED:

PLATE & STRAP

POP-RIVET COVER PLATE
HOW MANY REQUIRED?________

DETAIL C
COLUMN
BASE
PLATE

BASE DETAIL

CONDUIT PATHWAY

PROVIDED FOR EACH
COLUMN.

HOLE LOCATION

TIE BEAM
TAIL
RAFTER
COLUMN

CONDUIT

PATHWAY
ICON PROVIDES A MINIMUM OF (1) 3/4" HOLE
AT
EACH CONNECTION FOR 1/2" CONDUIT.

IF APPLICABLE, PLEASE SPECIFY REQUIRED
CONDUIT SIZE: (CHARGES APPLY)
3/4" CONDUIT (1" HOLES)
1" CONDUIT (1 1/4" HOLES)

OTHER (PLEASE SPECIFY

DETAIL A

TIE BEAM
PRELIMINARY: NOT
FOR

CONSTRUCTION
?

3.375

2.250
\A1;2.250

PLATE & STRAP POP-RIVET COVER

FINISHED GRADE
(BURIED COLUMN)

FINISHED GRADE
(SURFACE MOUNT)
R0.250
(4) PLCS
963

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX E.

PUMP TRACK PLANS AND DETAILS
964
1-800-642-2444 (UNDERGROUND SERVICE ALERT) All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK NOTES

AND FEATURE LAYOUT XX
WWW.AMERICANRAMPCOMPANY.COM
601 MCKINLEY - JOPLIN, MISSOURI 64801
PHONE: 1-800-949-2024 - FAX: 1-417-206-6888 ZG101 Scale:3/32"=1'-0" BIKEPARK FEATURES 1 CONSTRUCTION DRAWINGS FOR PUMP TRACK ϯͬϯ2Ηс1Ζ
0 2Ζ 4Ζ 8Ζ 16Ζ ϯ2Ζ 64Ζ
11/06/2023 965
25 26
25 25
25 25
25 25
25 25
25 24
23 24
24 26
24 23
23 24
23 23
23 23
23 23
24 24
24 24
24 23
24 25
26 27
24 25
25 26
25 26
23 24
25 25
24 23
24 24
24 25
25 25
24 24
23 24
23 24
23 24
24 26
26 27
23 23
23 24
24 25
26 27
23 24
24 24
23 24
24 24
24 24
23 23
23 23
24 24
23 23
23 24
24 24
24 25
25 25
24 26
27 23
23 24
24 23
23 24
24 23
24 24
25 26
27 340 338 Scale:3/32"=1'-0" FINISHED GRADING
1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK GRADING XX
WWW.AMERICANRAMPCOMPANY.COM
601 MCKINLEY - JOPLIN, MISSOURI 64801
PHONE: 1-800-949-2024 - FAX: 1-417-206-6888 ZG102
CONSTRUCTION DRAWINGS FOR PUMP TRACK ϯͬϯ2Ηс1Ζ
0 2Ζ 4Ζ 8Ζ 16Ζ ϯ2Ζ 64Ζ
11/06/2023 966
+23.40
+24.40
+22.75
+24.75
+23.70
+24.75
+23.40
+22.75
+27.00
+27.00
+27.00
+25.05
+23.40
+25.05
+22.75
+24.75
+23.10
+24.75
+24.90
+24.05
+22.75
+24.40
+24.05
+22.75
+24.40
+25.05 +27.00
+24.40
+24.75
+23.60
+25.35
+24.30
+26.05
+24.30
+25.40
+23.75
+25.40
+25.40
+23.05
+23.05
+22.75
+22.75
+24.75
+23.75
+24.75
+24.40
+24.05
+22.75
+24.70
+22.75
+24.75
+23.40
+24.75
+24.05
+22.75
+22.75
+24.05
+23.05
+24.40
+22.75
+25.05
+23.40
+25.05
+25.40
+24.75
+23.75
+25.40
+22.75
+24.75
+23.40
+26.05
+27.00
D 22.10
D 22.10
D 22.10
D 22.10
D 22.10+26.05
D 22.10
D 22.10 +23.70 +24.75 D 22.10 Scale:1/8"=1'-0" ELEVATIONS 1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK

ELEVATIONS XX
WWW.AMERICANRAMPCOMPANY.COM
601 MCKINLEY - JOPLIN, MISSOURI 64801
PHONE: 1-800-949-2024 - FAX: 1-417-206-6888 ZG103
CONSTRUCTION DRAWINGS FOR PUMP TRACK 1ͬ8Ηс1Ζ
0 1Ζ2Ζ 4Ζ 8Ζ 16Ζ ϯ2Ζ
11/06/2023 967
Scale:1/8"=1'-0" DIMENSIONS
1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK

DIMENSIONS XX
WWW.AMERICANRAMPCOMPANY.COM
601 MCKINLEY - JOPLIN, MISSOURI 64801
PHONE: 1-800-949-2024 - FAX: 1-417-206-6888 ZG104
CONSTRUCTION DRAWINGS FOR PUMP TRACK 1ͬ8Ηс1Ζ
0 1Ζ2Ζ 4Ζ 8Ζ 16Ζ ϯ2Ζ
11/06/2023 968
D D C C B B A A E E F F H G I J I JG H +27.00 +27.00
+27.00
+27.00
+22.75
+24.75
+23.40
+24.75
+22.75
+25.40
+23.75
+25.40
+22.75
+25.05
+23.40
+25.05
+22.75
+24.75
+23.10
+24.75
+22.75
+27.00
+27.00 +31.54
+27.00
+22.75 +31.54
+27.00
+22.25 +27.00 +27.00 +27.00
+27.00
+27.00
+22.75
+24.75
+23.60
+25.35
+24.30
+26.60
+24.30
+25.40
+23.75
+25.40
+22.75
+24.70
+22.75
+27.00
+27.00 +31.54
+27.00 +27.00
+22.75
+22.75
+22.75
+22.75 +27.00
+27.00
+27.00
+23.40
+25.05
+23.40
+24.75
+23.70
+24.75
+24.40
+23.40
+24.40
+27.00
+27.00 Scale:1/16"=1'-0" SECTIONS LAYOUT 1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK
SECTIONS I. XX
WWW.AMERICANRAMPCOMPANY.COM
601 MCKINLEY - JOPLIN, MISSOURI 64801
PHONE: 1-800-949-2024 - FAX: 1-417-206-6888 ZG105
CONSTRUCTION DRAWINGS FOR PUMP TRACK Scale:3/16"=1'-0" PUMPTRACK TURN W/ WALLRIDE SECTION B ϯͬ16Ηс1Ζ 0 1Ζ 2Ζ 4Ζ 8Ζ 16Ζ ϯ2Ζ Scale:3/16"=1'-0" PUMPTRACK TYP. TURN SECTION A Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION C 1ͬ16Ηс1Ζ 0 2Ζ4Ζ 8Ζ 16Ζ ϯ2Ζ 64Ζ Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION D Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION E 11/06/2023 969
D
D
C
C
B
B
A
A
E
E
F
F
H
G
I J
I J
G
H +27.00 +26.05
+22.75
+25.05
+22.75
+24.40
+26.05
+23.05
+24.05
+22.75
+24.05
+22.75
+27.00
+27.00 +27.00
+27.00
+27.00
+24.75
+23.40
+24.75
+24.05
+22.75
+24.05
+22.75
+24.05 +26.05
+22.75
+26.05 +26.05 +27.00
+24.05
+22.75
+24.05
+22.75
+23.40
+22.75
+27.00 +27.00
+23.40
+25.05
+26.05
+23.05
+23.90
+23.05
+24.40
+22.75
+27.00
+27.00 +26.05 +27.00 +27.00
+27.00
+27.00
+22.75
+24.05
+22.75
+24.40
+22.75
+24.75
+23.75
+24.75
+22.75
+27.00 1/16"=1'
0 2'4' 8' 16' 32' 64' Scale:1/16"=1'-0" SECTIONS LAYOUT 1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK
SECTIONS I. XX
ttt͘D
Z/EZDWKDWEz͘KD
601D</E>
zͲ:KW>/E͕D/^^KhZ/64801
W,KE
͗1Ͳ800Ͳϵ4ϵͲ2024Ͳ&y͗1Ͳ41ϳͲ206Ͳ6888 ZG106
CONSTRUCTION DRAWINGS FOR PUMP TRACK 3/16"=1'
0 1' 2' 4' 8' 16' 32' Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION H Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION
I Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION
J Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION
F Scale:3/16"=1'-0" PUMPTRACK ROLLER SECTION
G
11/06/2023 970
Scale:1/8"=1'-0" MATERIALS
1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK

MATERIALS XX
WWW.AMERICANRAMPCOMPANY.COM
601 MCKINLEY - JOPLIN, MISSOURI 64801
PHONE: 1-800-949-2024 - FAX: 1-417-206-6888 ZG107
CONSTRUCTION DRAWINGS FOR PUMP TRACK 1ͬ8Ηс1Ζ
0 1Ζ2Ζ 4Ζ 8Ζ 16Ζ ϯ2Ζ
11/06/2023 971
All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. PERMIT SET Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 10/18/2023 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK

IMPROVEMENTS XX

PUMP TRACK DETAILS XX
WWW.AMERICANRAMPCOMPANY.COM
601 MCKINLEY - JOPLIN, MISSOURI 64801
PHONE: 1-800-949-2024 - FAX: 1-417-206-6888 ZG108
CONSTRUCTION DRAWINGS FOR PUMP TRACK Scale: N.T.S. TYP. ASPHALT PUMPTRACK LAYERS 1 Scale: N.T.S. TYP. ASPHALT PUMPTRACK W/P3 CROSS SECTION DETAIL 2 Scale: N.T.S. PUMP TRACK WALL-RIDE DETAIL 3 Scale: N.T.S. PUMP TRACK WALL-RIDE ANCHOR DETAIL 4 11/06/2023 972

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX F.

VERTICAL SCULPTURE PLANS AND SCULPTURAL CALCULATIONS
973
@ 30" MIN. @ 30" MIN. contact: address: ALBANY CA, 94706 646 288 0547 email: DESIGNER vendor # project ART SITE # 3 issue owner: CITY OF RICHMOND address: RICHMOND, CA 94801 email: job # drawn by 01 EM scale date 10.19.23 title sheet # [email protected] EDWIN MARMANILLO 801 STANNAGE AVE. phone: 15851 HABITAT GARDEN AREA 1410 KELSEY ST. SHIELD-REID PARK [email protected] SUBMISSION & DATE DRAWING INDEX PROJECT INFORMATION OWNER City Of Richmond Department: CMO,ED, Arts and Culture (510) 620 - 6952 email: [email protected] DESIGNER Principal: Edwin Marmanillo Marmanillo Design Studio. (Vendor# 15851) 801 Stannage Avenue, Albany, CA 94706 (646) 288 - 0547 email: [email protected] STRUCTURAL ENGINEER MBA Structural Engineers Inc. 1717N California Blvd # 2A Walnut Creek, CA 94596 (925) 933 - 4450 email: [email protected] PROJECT DIRECTORY SHEET MDs.1 S1 TITLE COVER SHEET / SITE PLAN MDs.2 FLOOR PLAN, ELEVATIONS, SECTION & DETAILS XX PROJECT ADDRESS SHIELD-REID PARK 1410 KELSEY ST. RICHMOND, CA 94801 ART SITE # 3 (HABITAT GARDEN AREA) PROJECT DESCRIPTION STAINLESS STEEL METAL SCULPTURE w/ CORTEN PANELS IN SELECTED SIDES AND WOOD CLADDING AT POST. X scale: 1/16" = 1'-0" STRUCTURAL DETAILS SITE PLAN 2 9/25/2023 scale: 1/2" = 1'-0" ENLARGED SITE PLAN 1 GENERAL NOTES: PICNIC AREA BATHROOMS AREA MDs.1 COVER SHEET SITE PLAN AS NOTED ABREVIATIONS 1. GENERAL: THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, ORDINANCES AND ORDERS BY ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PROJECT. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE DESIGNER IN A TIMELY FASHION ANY DISCREPANCIES BETWEEN THE REQUIREMENTS OF APPLICABLE CODES AND THE DRAWINGS PRIOR TO COMMENCING WORK. IF CONTRACTOR PROCEEDS WITH ANY OF THE WORK WITHOUT INSTRUCTIONS OF THE DESIGNER, WHERE IS REQUIRED IN THE DRAWINGS, THE CONTRACTOR SHALL MAKE GOOD AT HIS OWN COST ANY RESULTING ERROR, DAMAGE OR DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTION PROGRAMS IN CONNECTION WITH WORK AND FOR MAINTAINING APPROPRIATE INSURANCE TO PROTECT THE OWNER AND THE DESIGNER. THE CONTRACTOR SHALL PERFORM A TEST FOR CONCRETE FIRMNESS BEFORE THE TREBLE NOTE IS EMBEDDED FLUSH WITH THE CONCRETE FLOOR. IT IS CRITICAL THAT THE CONCRETE SHOULD BE DRY ENOUGH TO ALLOW THE TREBLE NOTE TO BE EMBEDDED INTO IT BY HANDS PRESS. THE CONTRACTOR SHALL PROTECT THE TREBLE NOTE'S SURFACE WHILE INSTALLING IT AND WHILE THE FLOOR IS FINISHING BY OTHERS. 2. SPECIAL CONSIDERATIONS: THE CONTRACTOR SHOULD USE RECLAIMED OR PRESSURE TREATED WOOD FOR THE BOTTOM POST CLADDING. IT SHALL WATERPROOF THE WOOD BEFORE ITS INSTALLATION BY USING 100% PURE TANG OIL. AFTER SEALING AND DRYING THE WOOD, THE CONTRACTOR SHALL APPLY TWO COATS OF EVER CLEAR MATTE BY SCULPTNOUVEAU.COM AS ANTI-GRAFFITI COATING. THE CONTRACTOR SHALL REMOVE THE MILL SCALE, RUST, DIRT AND OIL FROM THE EXPOSED WEATHERED STEEL SURFACES (ASTM A588A HSLA / CORTEN). THEN RUST THE METAL PIECES BEFORE INSTALLATION WITH A SOLUTION OF HYDROGEN PEROXIDE, WHITE VINEGAR AND SALT. THEN APPLY TWO COATS OF EVER CLEAR MATTE BY SCULPTNOUVEAU.COM TO PROTECT THE FINISH LOOK. THE CONTRACTOR SHALL PROVIDE CONTROL SAMPLES TO DESIGNER FOR APPROVAL. ALL STAINLESS STEEL SURFACES (EXPOSED AND HIDDEN) TO BE BLACKENED PATINA AS DARK AS POSSIBLE. THE CONTRACTOR SHALL REMOVE THE MILL SCALE OF ALL STEEL SURFACES, RUST, DIRT, OIL AND ABRADE THEM BEFORE APPLYING PATINA FINISH. IT IS CRITICAL TO HAVE A CLEAN SURFACE TO GET AN EVEN FINISH. THEN APPLY STAINLESS BLACK PRODUCT BY SCULPTNOUVEAU.COM TO GET A UNIFORM LOOK. FINALLY USE EVER CLEAR MATTE BY SCULPTNOUVEAU.COM TO PROTECT THE FINISH. CONTRACTOR SHALL PROVIDE CONTROL SAMPLES TO DESIGNER FOR APPROVAL. 3. THE OWNER SHALL OFFER ONGOING AND REGULAR MAINTENANCE TO PRESERVE THE ON SITE SCULPTURE. THE POST WOOD CLADDING MAY NEED MORE ATTENTION. THE METAL PIECES OF THE SCULPTURE ARE DESIGNED TO BE MAINTENANCE FREE, HOWEVER DUE TO MISUSE AND/OR VANDALISM, OWNER SHALL PRESERVE THE SCULPTURE IN GOOD CONDITION. OWNER SHOULD PROVIDE A SIGNAGE ADJACENT TO THE SCULPTURE "DO NOT TOUCH OR CLIMB" IF NECESSARY. & AND @ AT CL CENTER LINE BTW/ BETWEEN CTSK. COUNTERSUNK DIA. DIAMETER DWG. DRAWING H HEIGHT MAX. MAXIMUM O.C. ON CENTER T.B.D. TO BE DETERMINED S.S. 304 STAINLESS STEEL S.S.D. SEE STRUCTURAL DRAWING w/ WITH WRC WESTERN RED CEDAR WOOD PAVED SURFACE 974 contact: address: ALBANY CA, 94706 646 288 0547 email: DESIGNER vendor # project ART SITE # 3 issue owner: CITY OF RICHMOND address: RICHMOND, CA 94801 email: job # drawn by 01 EM scale date 10.19.23 title sheet # [email protected] EDWIN MARMANILLO 801 STANNAGE AVE. phone: 15851 HABITAT GARDEN AREA 1410 KELSEY ST. SHIELD-REID PARK [email protected] MDs.2 FLOOR PLAN , ELEV. & DETAILS AS NOTED 1/2" 304 STAINLESS STEEL PLATE 20" DIA.CIRCULAR SHAPE BOLTED TO CONCRETE FOOTING, S.S.D. 3" = 1'-0" ANGLE FRAME ATTACHMENT TO POST 11 3/16" PANEL 1/4-20 THREADED SPACER,5/8" LONG WELDED TO PANEL TAMPER PROOF, SHEAR BOLT BUTTON HEAD OR SIMILAR 3/16" x 1 1/2" x 1 1/2" ANGLE TO BE WELDED TO POST & ANGLE FRAME S.S.D. 3/16" x 1 1/2" x 1 1/2" S.S. ANGLE FRAME ANCHOR EMBEDDED IN CONCRETE FOOTING S.S.D. (BY OTHERS) DECORATIVE 3/16" CORTEN PLATE (TREBLE CLEF NOTE SHAPE) INLAID INTO WET CONCRETE. CONTRACTOR TO COORDINATE w/ FABRICATOR FOR INSTALLATION 2 3/4" CONCRETE SLAB w/ EXPANSION JOINT BTW/ SLAB AND FOOTING (BY OTHERS)

FOOTING DEPTH
S.S.D. 1'-7" FOOTING WIDTH 3" = 1'-0" FOOTING & PAVERS DETAIL 10 4" REINFORCED CONCRETE SLAB (BY OTHERS) AGGREGATE BASE (BY OTHERS) FOR WELDS S.S.D. 5/8-11 FULLY THREADED ROD ZINC PLATED 2" LONG TO BE WELDED UNDER CORTEN SHEET 1/4" GAP 1 1/2" ALIGN 3/16" x 1 1/2" x 1 1/2" ANGLE FRAME 1" = 1'-0" SCULPTURE PLAN 01 1" = 1'-0" SCULPTURE VERTICAL SECTION 08 1" = 1'-0" DECORATIVE TREBLE CLEF NOTE w/ WELD ON STUDS 05 5" SQ 1/4" WALL S.S. TUBING (POST) LASER CUT IMAGE (KAISER SHIPYARD & RIVETER WOMAN) ON 3/16" THICK S.S. SHEET MOUNTED OVER S.S. ANGLE FRAME 5/8" STAINLESS STEEL STANDOFF FOR MOUNTING PANELS (SEE DETAIL 11) 3/16" ASTM A588A HSLA SHEET (CORTEN) TREBLE CLEF NOTE SHAPE INLAID INTO CONCRETE FLOOR CONTRACTOR TO COORDINATE w/ FABRICATOR FOR INSTALLATION 1/2" CIRCULAR PLATE BOLTED TO CONCRETE FOOTING (S.S.D.) 3/16" THICK S.S. OUTLINE BUTTERFLY MOUNTED OVER 3/16" S.S. SHEET PLUG WELDED (NO WELDS EXPOSED) 6'-0"

OVERALL HEIGHT
FINISH FLOOR TO TOP CAP 1'-9 5/8" OVERALL WIDTH WRC WOOD CLADDING (SEE DWG. 4,8 & DETAIL 10) FOR ANCHORING INTO THE POST 1" = 1'-0" DECORATIVE TREBLE CLEF NOTE & BASE PLATE PLAN 04 1" = 1'-0" SCULPTURE NORTH ELEVATION 07 LASER CUT IMAGE (CHARLES REID & TWILITE PLAYERS) ON 3/16 " ASTM A588A HSLA SHEET (CORTEN) MOUNTED OVER S.S. ANGLE FRAME (SEE DETAIL 11) 7/16" REVEAL TYP. btw/ PANELS & TREADS WOOD CLADDING 3/16" ASTM A588A HSLA SHEET (CORTEN) TREBLE CLEF NOTE SHAPE CIRCULAR PLATE BOLTED TO CONCRETE FOOTING (S.S.D.) 1" = 1'-0" SCULPTURE EAST ELEVATION 03 1" = 1'-0" SCULPTURE SOUTH ELEVATION 02 LASER CUT IMAGE (BLUES & JAZZ MUSICIANS) ON 3/16" THICK S.S. SHEET MOUNTED OVER S.S. ANGLE FRAME S.S. SPIRAL STEPS 3/16" THICK S.S. OUTLINE DRAGONFLY MOUNTED OVER S.S. SHEET. (SEE DETAIL 11) LASER CUT IMAGE (ARTS & TECHNOLOGY) ON 3/16 " ASTM A588A HSLA SHEET (CORTEN) MOUNTED OVER S.S. ANGLE FRAME 3/16" THICK S.S. OUTLINE HUMMINGBIRD MOUNTED OVER CORTEN STEEL SHEET. PLUG WELDED WRC WOOD CLADDING CIRCULAR PLATE BOLTED TO CONCRETE FOOTING S.S.D. S.S. SQUARE TUBING (POST) 3/16" PANEL SCREWED TO 3/16" X 1 12" X 1 12 " S.S ANGLE FRAME 3/16" X 1 12" X 1 12 " S.S. ANGLE FRAME DECORATIVE 3/16" CORTEN SHEET (TREBLE CLEF NOTE SHAPE) INLAID INTO CONCRETE FLOOR 7'-7" OVERALL LENGTH DECORATIVE TREBLE CLEF NOTE 2'-8 1/4"

OVERALL WIDTH DECORATIVE

TREBLE CLEF NOTE
1'-8" 1'-8" 1X8 WRC WOOD PLANKS w/ RECESSED HOLES TO SCREW INTO METAL FILLER HOLES TO BE COVERED w/ WOOD CAPS FILLER TAP / SPACER TO BE ANCHORED TO POST DECORATIVE-CORTEN-TREBLE CLEF NOTE SHAPE FLUSH w/ FINISH FLOOR (SEE DETAIL 10) FINISH CONCRETE SURFACE (BY OTHERS) ANCHORS FOR WET CONCRETE S.S.D. (BY OTHERS) 5/8-11 FULLY THREADED ROD ZINC PLATED TO BE WELDED UNDER CORTEN PLATE (SEE DETAIL 10 ) MAX. O.C. 1'-4" 1" = 1'-0" SCULPTURE WEST ELEVATION 06 1" = 1'-0" SCULPTURE SECTION PLAN 09 7 16 " REVEAL.

TYP 4--9-- 1/4-20 THREADED SPACER,5/8" LONG WELDED TO 3/16" PANEL MOUNTED OVER S.S. ANGLE FRAME FOR WELDS S.S.D. 11-- 10-- 1/2" X 20" DIA. STAINLESS STEEL BASE PLATE w/ SECURITY NUTS TO RESIST THEFT OR TAMPER (S.S.D.) 8-- 2'-4" 2'-0"
6'-0"

OVERALL HEIGHT
2'-4" 2'-4"
6'-0"

OVERALL HEIGHT
2'-4" 3'-0"
6'-0"

OVERALL HEIGHT
2'-4" 2'-8"
1'-9 5/8"

OVERALL WIDTH
SCULPTURE 1'-9 5/8"
5/8"
GAP TYP. 8"
3/4"
GAP
3/4"
GAP WELDED STUDS SEE DWG. 5 FOR LAYOUT FOR WELDS S.S.D. FOR WELDS S.S.D. 4" 4"
1'-0" TOP OF POST TO BE CAPPED CLEAN WELDS (NO SEAMS SHOWN) 4" 4" CORTEN PANEL BEYOND 3/16" THICK S.S. OUTLINE BEE MOUNTED OVER 3/16" CORTEN SHEET. PLUG WELDED (NO WELDS EXPOSED) 1/16" S.S. HORZ. AND VERT. SHEETS (TREADS & RISERS) WATERTIGHT WELDED JOINTS & SANDED UP TORX DRILLING SCREW ZINC-PLATED STEEL (SIZE T.B.D. BY FABRICATOR) SEE GENERAL NOTES FOR INSTALLATION & FINISH 3/16" ASTM A588A HSLA SHEET (CORTEN) SEE GENERAL NOTES FOR FINISH 1/4" GAP 8" 8" 5" SQ 1/4" WALL S.S. TUBING (POST) 1/16" S.S. HORZ. AND VERT. SHEETS (TREADS & RISERS) WATERTIGHT JOINTS/ SANDED 8" 8" 8" 1X8 WRC WOOD PLANKS w/ RECESSED HOLES TO SCREW INTO METAL FILLER HOLES TO BE COVERED w/ WOOD CAPS 1'-4"
MAX. 1/16" S.S. HORZ. AND VERT. SHEETS (TREADS & RISERS) WATERTIGHT WELDED JOINTS & SANDED 4" TOP OF POST TO BE CAPPED CLEAN WELDS (NO SEAMS SHOWN) SEE GENERAL NOTES FOR FINISH SEE GENERAL NOTES FOR FINISH SEE GENERAL NOTES FOR FINISH SEE GENERAL NOTES FOR FINISH SEE GENERAL NOTES FOR FINISH (5) RIVETS 975
ART SITE #3
Richmond, CA 94801
1410 Kelsey Street
1717 N CALIFORNIA BLVD #2A, WALNUT CREEK, CA 94596
PHONE: 925-933-4450

I N C O R P O R A T E D MBASTRUCTURAL ENGINEERS
FAX: 925-933-6140
WEB SITE: www.mbastructural.com
Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published byDesign Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.

HABITAT GARDEN AREA
Sheild-Reid Park
976
977
978
979
980
981

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX G.

PITCHING AND MUSICIAN SCULPTURES PLANS AND STRUCTURAL CALCULATIONS 982
MIKE SMITH ENGINEERING JOB # :
4 NORTH MAIN STREET, LODI, CA 95240 (209) 334-2332 SHEET #: 1 of Design by: Kevin Date: 10-18-23 Checked by: Mike Date:

Revised: Date: 2nd Revision: Date:

MIKE SMITH

ENGINEERING
A. Codes: CBC 2022 ED. Seismic Category D - Wind Exposure C Wind Speed 95 mph ASCE/SEI 7-16 AISC - 15th ED.

NDS - 2018 ED. ACI 318-19
B. Wood: 6x Members Use DF#1 4x Members Use DF#1
2x Members Use DF#2 Studs Use Construction Grade
Glu-Lam Beams Use (24F-V4)
C. Steel: Structural Steel, ASTM A992, Fy = 50 ksi
Structural Tubing, ASTM A500, Fy = 46 ksi
Pipes, ASTM A501, Fy = 36 ksi
Cold Formed, ASTM A-924/A-792 or A-570, Fy = 50 ksi
Nuts and Bolts, use ASTM-A307
D. Concrete: Foundations, f'c = 2500 psi Columns, f'c = 3000 psi Walls, f'c = 3000 psi
E. CMU Block: ASTM C-90 Grade N., f'm = 1500 psi, Mortar Type S Grout @28 Days f'c = 2000 psi
F. Reinforcing: ASTM - 615: #4 and Smaller Grade 40, #5 and Larger Grade 60 G. Soils Data: Report by CBC Table 1806.2
Allowable Soil Bearing Pressure = 1.5 ksf
Sculpture Foundation Design For:

James Moore
Proj. Location: Shields-Reid Park - 1410 Kelsey St, Richmond, CA 94801 23251
13 ELECTRONICALLY SIGNED
11/06/2023 4:24:35 PM 24
983
10/18/23, 2:03 PM ATC Hazards by Location
https://hazards.atcouncil.org/#/seismic?lat=37.9537306&lng=-122.3639752&address=1410 Kelsey St%2C Richmond%2C CA 94801%2C USA 1/1  This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback.  The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Hazards by Location
Search Information
Address: 1410 Kelsey St, Richmond, CA 94801, USA
Coordinates: 37.9537306, -122.3639752
Elevation: 23 ft
Timestamp: 2023-10-18T21:03:21.115Z
Hazard Type: Seismic
Reference Document: ASCE7-16
Risk Category: II
Site Class: D-default
Basic Parameters
Name Value Description
SS 1.995 MCER ground motion (period=0.2s)
S1 0.765 MCER ground motion (period=1.0s)
SMS 2.394 Site-modified spectral acceleration value
SM1 * null Site-modified spectral acceleration value
SDS 1.596 Numeric seismic design value at 0.2s SA
SD1 * null Numeric seismic design value at 1.0s SA
* See Section 11.4.8
Additional Information
Name Value Description
SDC * null Seismic design category
Fa 1.2 Site amplification factor at 0.2s
Fv* null Site amplification factor at 1.0s
CRS 0.901 Coefficient of risk (0.2s)
CR1 0.893 Coefficient of risk (1.0s)
PGA 0.838 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 1.006 Site modified peak ground acceleration
TL 8 Long-period transition period (s)
SsRT 2.312 Probabilistic risk-targeted ground motion (0.2s) SsUH 2.565 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)
SsD 1.995 Factored deterministic acceleration value (0.2s) S1RT 0.885 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.991 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)
S1D 0.765 Factored deterministic acceleration value (1.0s) PGAd 0.838 Factored deterministic acceleration value (PGA) * See Section 11.4.8
The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design.

Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Disclaimer
Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services.

While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 23 ft
Map data ©2023 Google
2/13
984
3/13
10 lbs 70 lbs 100 lbs 20 lbs 40 lbs 4'-9"
C.G. TOTAL WEIGHT = 240 lbs
1" THICK ALUMINUM
*PLATE WORST CASE WEIGHT
(15 PSF CONSERVATIVELY)
MAX WT. APPROXIMATE = 17 S.F. * 15 PSF = 255 lbs

16.31 sf
4'-0"
C.G.

WORST CASE

CENTER OF

GRAVITY
SIZE AND WEIGHT OF PROPOSED SCULPTURES 985
MIKE SMITH ENGINEERING - 4 NORTH MAIN STREET - LODI, CA 95240 - (209) 334-2332 ASCE 7-16 Project: Shields-Reid Park Sculptures
Chapter 13 Job #: 23251 Date: 10-18-23
Seismic Demands on Non-Structural Components
Design Values:

Spectral Acceleration Short Period SDS = 1.596 (ATC Hazards by Location) Importance Factor Ip = 1.00 (13.1.3)
Component Amplification Factor ap = 2.00 (13.5-1 or 13.6-1) Component Response Mod. Factor Rp = 2.00 (13.5-1 or 13.6-1) Overstrength Factor Ω0 = 2.00 (13.5-1 or 13.6-1)
Height to base of Component z = 0.00 ft
Average Roof Height h = 0.00 ft
Total Weight of Component Wp = 240 lbs
Equations:

Eqn 13.3-1
F p shall not be taken as less than Eqn 13.3-2
F p is not req'd to be taken as greater than Eqn 13.3-3 Calculations:

Fp = 153.22 lbs Governs
Fpmin = 114.91 lbs
Fpmax = 612.86 lbs
"Strike" Sculpture Foundation
𝐹௣ =

0.4𝑎௣𝑆஽ௌ𝑊௣
𝑅௣
𝐼௣
1 + 2
𝑧
ℎ
𝐹௣௠௜௡ = 0.3𝑆஽ௌ𝐼௣𝑊௣
𝐹௣௠௔௫ = 1.6𝑆஽ௌ𝐼௣𝑊௣
Design by: Mike Smith Engineering
4/13
MOMENT @BASEPLATE = 153.22 lbs. x 4'-9" = 728 lb-ft.
-SEE SIMPSON ANCHOR & BASEPLATE ANALYSIS
-DESIGN ECCENTRICALLY LOADED PAD FOR 728 lb-ft./240lbs = 3.03' (36.4") FOR STRIKE #2 & #3 MOMENT @BASEPLATE = 76.61 lbs * 4'-9" 364 lb-ft. -DESIGN ECCENTRICALLY LOADED PAD FOR 364 lb-ft./120lbs = 3.03' (36.4") 986 MIKE SMITH ENGINEERING - 4 NORTH MAIN STREET - LODI, CA 95240 - (209) 334-2332 ASCE 7-16 Project: Shields-Reid Park Sculptures
Chapter 13 Job #: 23251 Date: 10-18-23
Seismic Demands on Non-Structural Components
Design Values:

Eqn 13.3-1
F p shall not be taken as less than Eqn 13.3-2
F p is not req'd to be taken as greater than Eqn 13.3-3 Calculations:

Fp = 162.79 lbs Governs
Fpmin = 122.09 lbs
Fpmax = 651.17 lbs
"Trio" Sculpture Foundation
𝐹௣ =

0.4𝑎௣𝑆஽ௌ𝑊௣
𝑅௣
𝐼௣
1 + 2
𝑧
ℎ
𝐹௣௠௜௡ = 0.3𝑆஽ௌ𝐼௣𝑊௣
𝐹௣௠௔௫ = 1.6𝑆஽ௌ𝐼௣𝑊௣
Design by: Mike Smith Engineering
5/13
MOMENT @BASEPLATE = 162.79 lbs. x 4'-0" = 651.16 lb-ft. *STRIKE SCULPTURE GOVERNS ANCHORAGE & FTG. DESIGN 987
MIKE SMITH ENGINEERING - 4 NORTH MAIN STREET - LODI, CA 95240 - (209) 334-2332 Eccentrically Loaded Project: Shields-Reid Sculptures
Pad Footing Design Job No.:23251 Date: 10-18-23
General Footing Data Column Loads
All. Soil Bearing Stress, SPall = 1.50 (ksf) Dead + Live Loading:

All. Concrete Comp. Stress, f'c = 2.50 (ksi) D+L Axial load, Pa = 0.24 (k) Long side eccentricity, ex = 36.40 (in)
Column/Footing Specifications Short side eccentricity, ey = 0.00 (in) D+L Lateral load, Ph = 0.00 (k)
Column or base plate dimensions: Dead + EQ Loading:

Width, bc = 12.00 (in) D+W Axial load, Pul = 0.01 (k)
Length, lc = 12.00 (in) D+W Lat. load, Ph' = 0.15 (k)
Footing depth, df = 2.00 (ft)
Depth of steel, d = 1.75 (ft) Required Footing Width/Length Footing weight, wf = 0.30 (ksf)
Maximum & Minimum Soil Bearing Pressures:

Steel Reinforcement Spi = SP = 1.50 (ksf)
Width, B = 3.00 (ft)
Rebar Size = 4 Required footing length, Lreq = 1.14 (ft) Rebar Yield Stress = 40 (ksi) Length, L = 3.00 (ft)
qmax = Pa(1+6ex/L+6ey/B)/Af+wf = 0.49 (ksf)
One-Way Shear qmin = Pa(1-6ex/L-6ey/B)/Af+wf = 0.16 (ksf) qmin > 0, OK
Critical area, Acr = 6.85 (ft²) qmax < SPall, OK
Critical length, bo = 36.00 (in) Lateral Resistance
Vc = 2(f'c)^½(bo)(d) = 75.60 (k)
Vall = (0.85)Vc = 64.26 (k) Horizontal load, Ph = 0.15 (k) Vult = (Pu/Af)(Acr) = 0.31 (k) Splat = 0.15 (ksf)
Vult < Vall, OK Abrg = 6.0 (sf)
Pall lat brg = 0.9 (k)
Two-Way Shear Friction
Spslide (Table 1806.2) = 0.13 (ksf)
Critical area, Acr = 9.44 (ft²) Aftg = 9.00 (sf)
Critical length, bo = 64.10 (in) Pall friction = 1.17 (k) lc/bc, B1 = (> 2) = 2.00 Ptot = 2.07 (k)
Vc = (2+4/B1)(f'c)^½(bo)d = 269.22 (k) Ph<Pt, OK
Vall = (0.85)Vc = 228.84 (k)
Vult = (Pu/Af)(Acr) = 0.43 (k)
Vult < Vall, OK Vertical uplift, Pul = 0.01 (k)
Wt. of Ftg. = 2.70 (k)
Steel Tension Stress Coeff. of Friction, Cof = Spall/6 = 0.25 (ksf) Friction, F = 3.00 (k)
Mu = Pu(L/2+ex-lc/2)²/(2L) = 1.11 (kft) [Wt+F] / Pul > 2.0 (1810.3.3.1.5) = 570.0 K1 = 0.85(f'c)Bd/Fy = 40.16 > 2.0, OK
K2 = 4Mu/[(1.53)(f'cBd²)] = 0.001
Area of steel req in long dir: USE:

Asr = K1(1-(1-K2)^½) = 0.02 (in²)
# of bars req by stress = 0.09 3'-0" W x 3'-0" L x 2'-0" DP Pad # of bars req by 12" sp. = 4 Footing w/ 4-#4 E.W. @ Top & Bottom # of bars long direction = 4 Location: "Strike" #1 & "Trio" Design by: Mike Smith Engineering
6/13
988
MIKE SMITH ENGINEERING - 4 NORTH MAIN STREET - LODI, CA 95240 - (209) 334-2332 Eccentrically Loaded Project: Shields-Reid Sculptures
Pad Footing Design Job No.:23251 Date: 10-18-23
General Footing Data Column Loads
All. Soil Bearing Stress, SPall = 1.50 (ksf) Dead + Live Loading:

All. Concrete Comp. Stress, f'c = 2.50 (ksi) D+L Axial load, Pa = 0.12 (k) Long side eccentricity, ex = 36.40 (in)
Column/Footing Specifications Short side eccentricity, ey = 0.00 (in) D+L Lateral load, Ph = 0.00 (k)
Column or base plate dimensions: Dead + EQ Loading:

Width, bc = 12.00 (in) D+W Axial load, Pul = 0.01 (k)
Length, lc = 12.00 (in) D+W Lat. load, Ph' = 0.76 (k)
Footing depth, df = 2.00 (ft)
Depth of steel, d = 1.75 (ft) Required Footing Width/Length Footing weight, wf = 0.30 (ksf)
Maximum & Minimum Soil Bearing Pressures:

Steel Reinforcement Spi = SP = 1.50 (ksf)
Width, B = 2.00 (ft)
Rebar Size = 4 Required footing length, Lreq = 0.98 (ft) Rebar Yield Stress = 40 (ksi) Length, L = 2.00 (ft)
qmax = Pa(1+6ex/L+6ey/B)/Af+wf = 0.60 (ksf)
One-Way Shear qmin = Pa(1-6ex/L-6ey/B)/Af+wf = 0.06 (ksf) qmin > 0, OK
Critical area, Acr = 3.57 (ft²) qmax < SPall, OK
Critical length, bo = 24.00 (in) Lateral Resistance
Vc = 2(f'c)^½(bo)(d) = 50.40 (k)
Vall = (0.85)Vc = 42.84 (k) Horizontal load, Ph = 0.76 (k) Vult = (Pu/Af)(Acr) = 0.18 (k) Splat = 0.15 (ksf)
Vult < Vall, OK Abrg = 4.0 (sf)
Pall lat brg = 0.6 (k)
Two-Way Shear Friction
Spslide (Table 1806.2) = 0.13 (ksf)
Critical area, Acr = 5.56 (ft²) Aftg = 4.00 (sf)
Critical length, bo = 20.60 (in) Pall friction = 0.52 (k) lc/bc, B1 = (> 2) = 2.00 Ptot = 1.12 (k)
Vc = (2+4/B1)(f'c)^½(bo)d = 86.52 (k) Ph<Pt, OK
Vall = (0.85)Vc = 73.54 (k)
Vult = (Pu/Af)(Acr) = 0.28 (k)
Vult < Vall, OK Vertical uplift, Pul = 0.01 (k)
Wt. of Ftg. = 1.20 (k)
Steel Tension Stress Coeff. of Friction, Cof = Spall/6 = 0.25 (ksf) Friction, F = 2.00 (k)
Mu = Pu(L/2+ex-lc/2)²/(2L) = 0.64 (kft) [Wt+F] / Pul > 2.0 (1810.3.3.1.5) = 320.0 K1 = 0.85(f'c)Bd/Fy = 26.78 > 2.0, OK
K2 = 4Mu/[(1.53)(f'cBd²)] = 0.001
Area of steel req in long dir: USE:

Asr = K1(1-(1-K2)^½) = 0.01 (in²)
# of bars req by stress = 0.05 2'-0" W x 2'-0" L x 2'-0" DP Pad # of bars req by 12" sp. = 3 Footing w/ 3-#4 E.W. @ Top & Bottom # of bars long direction = 3 Location: "Strike" #2 & #3 Design by: Mike Smith Engineering
7/13
989
Company: Mike Smith Engineering Date: 10/18/2023
Engineer: Kevin Holtberg Page: 1/6
Project: 23251 - Shields-Reid Park Structures
Address: 4 N. Main Street, Lodi, CA 95240
Phone: 209-334-2332
E-mail: [email protected]
Anchor Designer™
Software
Version 3.1.2303.1

1.Project information
Customer company:

Customer contact name:

Customer e-mail:

Comment:

Project description:

Location:

Fastening description:

2. Input Data & Anchor Parameters
General
Design method:ACI 318-14
Units: Imperial units
Anchor Information:

Anchor type: Cast-in-place
Material: F1554 Grade 36
Diameter (inch): 0.750
Effective Embedment depth, hef (inch): 12.000
Anchor category: -
Anchor ductility: Yes
hmin (inch): 13.50
Cmin (inch): 4.50
Smin (inch): 4.50
Base Material
Concrete: Normal-weight
Concrete thickness, h (inch): 24.00
State: Cracked
Compressive strength, f’c (psi): 2500
Ψc,V: 1.0
Reinforcement condition: B tension, B shear
Supplemental edge reinforcement: Not applicable
Reinforcement provided at corners: No
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Ignore 6do requirement: No
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 12.00 x 12.00 x 0.37 Yield stress: 36000 psi
Profile type/size: HSS10X4X3/16
Recommended Anchor
Anchor Name: Heavy Hex Bolt - 3/4"Ø Heavy Hex Bolt, F1554 Gr. 36 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 8/13
990
Company: Mike Smith Engineering Date: 10/18/2023
Engineer: Kevin Holtberg Page: 2/6
Project: 23251 - Shields-Reid Park Structures
Address: 4 N. Main Street, Lodi, CA 95240
Phone: 209-334-2332
E-mail: [email protected]
Anchor Designer™
Software
Version 3.1.2303.1
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: Yes
Anchors subjected to sustained tension: Not applicable
Ductility section for tension: 17.2.3.4.2 not applicable Ductility section for shear: 17.2.3.5.2 not applicable
Ω0 factor: not set
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: Yes
Strength level loads:

Nua [lb]: 0
Vuax [lb]: 154
Vuay [lb]: 0
Mux [ft-lb]: 0
Muy [ft-lb]: 728
Muz [ft-lb]: 0
<Figure 1>
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 9/13
991
Company: Mike Smith Engineering Date: 10/18/2023
Engineer: Kevin Holtberg Page: 3/6
Project: 23251 - Shields-Reid Park Structures
Address: 4 N. Main Street, Lodi, CA 95240
Phone: 209-334-2332
E-mail: [email protected]
Anchor Designer™
Software
Version 3.1.2303.1
<Figure 2>
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 10/13
992
Company: Mike Smith Engineering Date: 10/18/2023
Engineer: Kevin Holtberg Page: 4/6
Project: 23251 - Shields-Reid Park Structures
Address: 4 N. Main Street, Lodi, CA 95240
Phone: 209-334-2332
E-mail: [email protected]
Anchor Designer™
Software
Version 3.1.2303.1

3. Resulting Anchor Forces
Anchor Tension load,
Nua (lb)
Shear load x,
Vuax (lb)
Shear load y,
Vuay (lb)
Shear load combined,
√(Vuax)²+(Vuay)² (lb)
1 0.0 38.5 0.0 38.5
2 0.0 38.5 0.0 38.5
3 458.8 38.5 0.0 38.5
4 458.8 38.5 0.0 38.5
Sum 917.5 154.0 0.0 154.0
Maximum concrete compression strain (‰): 0.01
Maximum concrete compression stress (psi): 52
Resultant tension force (lb): 918
Resultant compression force (lb): 917
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 <Figure 3>

4. Steel Strength of Anchor in Tension (Sec. 17.4.1)
Nsa (lb) f fNsa (lb)
19370 0.75 14528

5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) Nb = 16laÖf’chef5/3 (Eq. 17.4.2.2b)
la f’c (psi) hef (in) Nb (lb)

1.00 2500 8.500 28322

0.75fNcbg =0.75f (ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1b) ANc (in2) ANco (in2) ca,min (in) Yec,N Yed,N Yc,N Ycp,N Nb (lb) f 0.75fNcbg (lb) 879.75 650.25 12.75 1.000 1.000 1.00 1.000 28322 0.70 20117

6. Pullout Strength of Anchor in Tension (Sec. 17.4.3)

0.75fNpn = 0.75fYc,PNp = 0.75fYc,P8Abrgf’c (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4) Yc,P Abrg (in2
) f’c (psi) f 0.75fNpn (lb)

1.0 0.91 2500 0.70 9566
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 11/13
993
Company: Mike Smith Engineering Date: 10/18/2023
Engineer: Kevin Holtberg Page: 5/6
Project: 23251 - Shields-Reid Park Structures
Address: 4 N. Main Street, Lodi, CA 95240
Phone: 209-334-2332
E-mail: [email protected]
Anchor Designer™
Software
Version 3.1.2303.1

8. Steel Strength of Anchor in Shear (Sec. 17.5.1)
Vsa (lb) fgrout f fgroutfVsa (lb)
11625 1.0 0.65 7556

9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) Shear perpendicular to edge in x-direction:

Vbx = min|7(le / da)

0.2ÖdalaÖf’cca11.5; 9laÖf’cca11.5| (Eq. 17.5.2.2a & Eq. 17.5.2.2b) le (in) da (in) la f’c (psi) ca1 (in) Vbx (lb)

6.00 0.750 1.00 2500 16.00 28800
fVcbgx = f (AVc / AVco)Yec,VYed,VYc,VYh,VVbx (Sec. 17.3.1 & Eq. 17.5.2.1b) AVc (in2) AVco (in2) Yec,V Yed,V Yc,V Yh,V Vbx (lb) f fVcbgx (lb) 828.00 1152.00 1.000 0.859 1.000 1.000 28800 0.70 12452 Shear parallel to edge in y-direction:

Vbx = min|7(le / da)

0.2ÖdalaÖf’cca11.5; 9laÖf’cca11.5| (Eq. 17.5.2.2a & Eq. 17.5.2.2b) le (in) da (in) la f’c (psi) ca1 (in) Vbx (lb)

6.00 0.750 1.00 2500 12.75 20487
fVcbgy = f (2)(AVc / AVco)Yec,VYed,VYc,VYh,VVbx (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) AVc (in2) AVco (in2) Yec,V Yed,V Yc,V Yh,V Vbx (lb) f fVcbgy (lb) 659.81 731.53 1.000 1.000 1.000 1.000 20487 0.70 25870

10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) fVcpg = fkcpNcbg = fkcp(ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1b) kcp ANc (in2) ANco (in2) Yec,N Yed,N Yc,N Ycp,N Nb (lb) f fVcpg (lb)

2.0 1190.25 650.25 1.000 1.000 1.000 1.000 28322 0.70 72578

11. Results
Interaction of Tensile and Shear Forces (Sec. 17.6)
Tension Factored Load, Nua (lb) Design Strength, øNn (lb) Ratio Status Steel 459 14528 0.03 Pass
Concrete breakout 918 20117 0.05 Pass
Pullout 459 9566 0.05 Pass (Governs)
Shear Factored Load, Vua (lb) Design Strength, øVn (lb) Ratio Status Steel 39 7556 0.01 Pass
T Concrete breakout x+ 154 12452 0.01 Pass (Governs)
|| Concrete breakout y+ 77 25870 0.00 Pass (Governs)
Pryout 154 72578 0.00 Pass
Interaction check Nua/fNn Vua/fVn Combined Ratio Permissible Status Sec. 17.6.1 0.05 0.00 4.8% 1.0 Pass
3/4"Ø Heavy Hex Bolt, F1554 Gr. 36 with hef = 12.000 inch meets the selected design criteria.

Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 12/13
994
Company: Mike Smith Engineering Date: 10/18/2023
Engineer: Kevin Holtberg Page: 6/6
Project: 23251 - Shields-Reid Park Structures
Address: 4 N. Main Street, Lodi, CA 95240
Phone: 209-334-2332
E-mail: [email protected]
Anchor Designer™
Software
Version 3.1.2303.1

12. Warnings
- Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied – designer to verify.
- Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied – designer to verify.
- Designer must exercise own judgement to determine if this design is suitable.

Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.

Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 13/13
995
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PlaceWorks hereby reserves
its common law copyright and
other property rights in these
plans. These plans shall not
be reproduced, changed, assigned, or
copied in any form. Any
changes made by parties other
than PlaceWorks, without first obtaining the
written permission
and consent of PlaceWorks, shall relieve
PlaceWorks of responsibility for the project
or effected portion thereof.

PERMIT SET Richmond Contra Costa County California Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 10/19/2023
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS-REID PARK IMPROVEMENTS 1 2 COVER SHEET & SITE PLAN EXP. 3-31-24
NO. CO44590 STATE OF IA N OR LIF CA REE IN GNE LA ON SI REGISTERED PROFESC I V I L H IT SM MICHAEL W.

THESE PLANS ARE PRELIMINARY

AND NOT FOR CONSTRUCTION

UNLESS THERE IS A WET SIGNED

SIGNATURE UPON STAMP
S1.0

ELECTRONICALLY SIGNED
11/06/2023 4:24:10 PM 24
996
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PERMIT SET Richmond Contra Costa County California Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 10/19/2023
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS-REID PARK IMPROVEMENTS 2
EXP. 3-31-24
NO. CO44590 STATE OF IA N OR LIF CA REE IN GNE LA ON SI REGISTERED PROFESC I V I L H IT SM MICHAEL W.

THESE PLANS ARE PRELIMINARY

AND NOT FOR CONSTRUCTION

UNLESS THERE IS A WET SIGNED
SIGNATURE UPON STAMP 2 ELEVATIONS, DETAILS, & GENERAL NOTES S2.0

ELECTRONICALLY SIGNED
11/06/2023 4:23:55 PM 24
997

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX H.

STAGE ART CONCEPT DRAWINGS
998
999
1000
1001
1002
1003
1004
NOTES G002 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S 1. WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RICHMOND STANDARD CONSTRUCTION PLANS AND SPECIFICATIONS, LATEST EDITION, THE STANDARD SPECIFICATIONS FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, AND UTILITY COMPANY'S STANDARD PLANS AND SPECIFICATIONS AS APPLICABLE, LATEST EDITION. 2. CONTRACTOR SHALL HOLD HARMLESS THE CITY OF RICHMOND AND ITS AUTHORIZED REPRESENTATIVES FROM ALL LIABILITIES AND DAMAGES RESULTING FROM HIS CONSTRUCTION OPERATIONS. 3. THE WORK INCLUDED UNDER THIS CONTRACT CONSISTS OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS, AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL WORK READY FOR USE. 4. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, ADDENDA, AND MODIFICATIONS ISSUED PRIOR TO OR AFTER EXECUTION OF THE CONTRACT, AND OTHER DOCUMENTS LISTED IN THE AGREEMENT. 5. THE CONTRACT DOCUMENTS DESCRIBE SPECIFIC DESIGN INTENT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROVISION OF COMPLETE OPERATIONAL SYSTEMS AND INSTALLATIONS. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT INTENDED TO BE ALL INCLUSIVE. ALL DEMOLITION AND NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH THE INTENTION OF THE DRAWING IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR MENTIONED IN THE NOTES. 6. ANY ERRORS, OMISSIONS, DISCREPANCIES, OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 7. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 8. PRIOR TO COMMENCING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL VERIFY ALL INTERFACES BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION FOR GRADING, DRAINAGE, UNDERGROUND, AND OVERHEAD FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND OR AT GRADE FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION OPERATIONS UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL CONTRACT DOCUMENTS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE CITY OF RICHMOND PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 10. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (800-227-2600) A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. 11. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. 12. IN THE EVENT OF CONFLICT BETWEEN DATA OR INFORMATION SHOWN ON DRAWINGS AND DATA AND INFORMATION IN THE SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. DETAIL DRAWINGS SHALL TAKE PRECEDENCE OVER DRAWINGS OF SMALLER SCALE. 13. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 14. THE LOCATION OF SYMBOLS SHOWN ON THE DRAWINGS MAY NOT REPRESENT THE PRECISE LOCATION OF THE PROPOSED IMPROVEMENT. IF THE SYMBOL IS NOT ACCOMPANIED BY DIMENSIONS TO LOCATE THE PRECISE LOCATION OF THE PROPOSED IMPROVEMENT, REFER TO STANDARD DETAILS SHOWN WITHIN THE DRAWINGS OR APPROPRIATE AGENCY STANDARD DETAILS. NOTIFY THE LANDSCAPE ARCHITECT. 15. ALL DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED. DIMENSIONS NOTED AS "CLR" ARE TO BE PRECISELY MAINTAINED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT OWNER'S REPRESENTATIVE'S APPROVAL UNLESS NOTED AS "+/-". 16. ALL CURB DIMENSIONS AND RADII ARE TO FACE OF CURB. 17. ALL DIMENSIONS NOTED "VIF" ARE TO BE CHECKED BY CONTRACTOR PRIOR TO CONSTRUCTION. IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ALL DIMENSIONS NOTED ARE MEASURED TO FACE OF BLDG, FACE OF CURB, EDGE OF SIDEWALK, CENTERLINE OF BOLLARD OR CENTERLINE OF LIGHT POLE, UNLESS NOTED OTHERWISE. 18. FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME CHARACTER AS SHOWN FOR SIMILAR CONDITIONS. 19. ALL CURVES SHALL BE CONSTRUCTED SMOOTH AND TANGENT WITH OTHER CURVES OR STRAIGHT LINES WHEREVER POSSIBLE. TRANSITIONS BETWEEN CHANGES IN VERTICAL CURVATURE OF PAVING SHALL BE SMOOTH AND GRADUAL WITH NO ABRUPT CHANGES. 20. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 21. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS AND CAL/OSHA. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO THE SITE OR THE SURROUNDING AREA AS A RESULT OF THE CONTRACTOR'S WORK OR OPERATIONS. EXITING CURB, GUTTER AND OTHER IMPROVEMENTS THAT ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. 23. ATTENTION IS DIRECTED TO THE PROVISIONS OF CHAPTER 9 OF DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE CONCERNING THE LICENSING OF CONTRACTOR'S. THE CONTRACTOR SHALL POSSES A VALID CALIFORNIA CLASS A OR CLASS C-13 LICENSE AT THE TIME THIS CONTRACT IS AWARDED. 24. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR. 25. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING UNDERGROUND, AT-GRADE OR OVERHEAD IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY OF RICHMOND, INCLUDING PERMANENT TRENCH RESURFACING. 26. CONTRACTOR TO BE AWARE OF AND PROTECT ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT TO DISTURB THEM. 27. WATER SHALL BE PROVIDED ONSITE BY THE CONTRACTOR AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS. 28. OUTDOOR NOISE-GENERATING CONSTRUCTION ACTIVITIES (INCLUDING BUT NOT LIMITED TO RAPID IMPACT COMPACTION (RIC) GRADING, TRENCHING, CONCRETE PLACEMENT, SAWING AND HAMMERING) SHALL BE LIMITED TO THE HOURS BETWEEN 8AM. AND 5PM, MONDAY THROUGH FRIDAY. 29. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT, “GEOTECHNICAL INVESTIGATION REPORT SHIELDS REID PARK REVITALIZATION”, PREPARED BY A3GEO, DATED OCTOBER 18, 2023. 30. CONTRACTOR SHALL COMPLY FULLY WITH THE REQUIREMENTS OF ASSEMBLY BILL 2040, DAVIS, ASBESTOS. 31. IF SIGNIFICANT CULTURAL MATERIALS ARE EXPOSED OR DISCOVERED DURING EITHER SITE CLEARING OR SUBSURFACE CONSTRUCTION, ALL OPERATIONS SHOULD STOP WITHIN 25 FEET OF THE FIND AND A QUALIFIED PROFESSIONAL ARCHAEOLOGIST CONTACTED FOR FURTHER REVIEW AND RECOMMENDATIONS. POTENTIAL RECOMMENDATIONS COULD INCLUDE EVALUATION, COLLECTION, RECORDATION, ANALYSIS, ETC. OF ANY SIGNIFICANT CULTURAL MATERIALS FOLLOWED BY PREPARATION OF A PROFESSIONAL REPORT. THE CONTRACTOR SHALL NOTIFY THE CITY OF RICHMOND AND THE OTHER GOVERNING JURISDICTION OF ANY DISCOVERIES. 32. SIGNIFICANT PREHISTORIC CULTURAL RESOURCES ARE DEFINED AS HUMAN BURIALS, FEATURES OR OTHER CLUSTERING OF FINDS MADE, MODIFIED OR USED BY NATIVE AMERICAN PEOPLES IN THE PAST. THE PREHISTORIC AND PROTOHISTORIC INDICATORS OF PRIOR CULTURAL OCCUPATION BY NATIVE AMERICANS INCLUDE ARTIFACTS AND HUMAN BONE, AS WELL AS SOIL DISCOLORATION, SHELL, ANIMAL BONE, SANDSTONE COBBLES, ASHY AREAS, AND BAKED OR VITRIFIED CLAYS. 33. ALL RAMPS AND OTHER ACCESSIBILITY ACCOMMODATIONS ARE INTENDED TO COMPLY WITH THE CURRENT STANDARDS UNDER THE AMERICANS WITH DISABILITIES ACT. THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER IF ANY PROPOSED IMPROVEMENTS ARE NOT CONSISTENT WITH THE STANDARDS. 34. ALL STREETS SHALL BE SWEPT AND KEPT CLEAN AT THE END OF EACH DAY AND SHALL COMPLY WITH ALL APPLICABLE RWQCB REQUIREMENTS FOR THE DURATION OF THE PROJECT WORK. 35. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM THE APPROPRIATE JURISDICTIONAL AGENCIES FOR DISCHARGE OF GROUNDWATER THAT MAY BE NECESSARY TO ACCOMPLISH WORK SHOWN ON THESE PLANS. 36. THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE 5' OR DEEPER. ALL TRENCHES 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW. 37. UTILITIES AS SHOWN CONFORM TO AVAILABLE RECORD DATA. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND DEPTHS BY POTHOLING OF ALL UTILITIES WITH APPROPRIATE AGENCIES, AND TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE AGENCY AND TO THE CIVIL ENGINEER. 38. IT SHALL BE THE PAVING CONTRACTOR'S RESPONSIBILITY TO RESTORE STREET AND SIDEWALK SUBGRADES DISTURBED DURING UNDERGROUND UTILITY CONSTRUCTION. ALL EXISTING STREET IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IN CONFORMANCE WITH CITY OF RICHMOND STANDARD CONSTRUCTION PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE CITY ENGINEER, AND SHALL MEET ANY ADDITIONAL REQUIREMENTS OF THE ENCROACHMENT PERMIT. 39. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING ENCROACHMENT PERMIT FROM THE CITY PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 40. TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST "MANUAL OF TRAFFIC CONTROLS" PUBLISHED BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY FOR APPROVAL PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OPERATIONS. 41. TRENCHES CUT THROUGH THE PAVEMENT OF PUBLIC STREETS SHALL BE FULLY REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. THE LIMITS AND DETAILS OF THE TRENCH RESTORATION SHALL BE OUTLINED ON THE IMPROVEMENT PLANS. ANY STREET TRENCH CUT MORATORIUM ALREADY ESTABLISHED OR ESTABLISHED PRIOR TO COMMENCEMENT OF TRENCHING SHALL BE OBSERVED. THE CITY ENGINEER RETAINS THE RIGHT TO REQUIRE STREET REPAIR THAT INCLUDES THE GRINDING AND OVERLAY OF EXISTING PAVEMENT FOR THE FULL STREET WIDTH WITHIN THE VICINITY OF ANY TRENCHING IN ORDER TO MAINTAIN PAVEMENT INTEGRITY. 42. DIMENSIONS TO PIPELINES ARE TO CENTERLINE UNLESS OTHERWISE NOTED. 43. IRRIGATION IMPROVEMENTS ARE TO BE INSTALLED ACCORDING TO THE PLANS PREPARED BY BROOKWATER IRRIGATION CONSULTANTS. IRRIGATION LINES SHOWN ON ANY OTHER SHEETS ARE FOR VISUAL PURPOSES ONLY. 44. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF SWPPP, PROVIDING/MEETING ALL INSPECTION AND REPORTING REQUIREMENTS AND PROVIDING ALL REQUIRED QUALIFIED SWPPP DEVELOPER (QSD) AND QUALIFIED SWPPP PRACTITIONER (QSP) SERVICES. 45. IF SOIL OFF-HAUL IS REQUIRED, CONTRACTOR SHALL TEST SOIL BEFORE DISPOSAL. GENERAL NOTES 2 1. AMERICAN RAMP COMPANY (ARC): THIS PLAN SET INCLUDES PUMP TRACK IMPROVEMENTS TO BE CONSTRUCTED BY ARC AFTER THE COMMENCEMENT OF THIS PROJECT AND IS CURRENTLY ANTICIPATED TO BE BUILT BETWEEN JULY 1, 2024 UNTIL SEPTEMBER 30, 2024. THIS WORK IS SHOWN IN THESE PLANS DESIGNATED AS NIC. SEE PUMP TRACK PLANS IN APPENDIX E OF PROJECT MANUAL FOR MORE INFORMATION. THE CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE, IMPLEMENT AND MAINTAIN SWPPP, EROSION CONTROL PLAN, CONSTRUCTION ACCESS, PROCURE WATER AND POWER, COMPLETE DEMOLITION, CLEAR AND GRUB, INSTALL STORM UTILITY INFRASTRUCTURE IN THE PUMP TRACK AREA AND ANY OTHER WORK IN THE CONTRACTOR'S SCOPE FOR ARC TO BE ABLE TO MOBILIZE AND START THEIR WORK ON JULY 1, 2024. THE CONTRACTOR SHALL PAUSE ALL WORK ON SITE WHILE ARC IS PERFORMING THEIR WORK. ONCE ARC FINISHES THE PUMP TRACK, CONTRACTOR SHALL INSTALL A SAFETY FENCE AROUND THE BIKE TRACK AND CONTINUE WITH THE CONSTRUCTION OF THE PARK SCOPE. CONTRACTOR SHALL SCHEDULE A COORDINATION MEETING WITH ARC AND OTHER PROJECT TEAM MEMBERS TO DEVELOP A SCHEDULE AND WORK PLAN FOR ARC'S WORK ON SITE. CONTRACTOR'S MASTER SCHEDULE WILL INCORPORATE THE ANTICIPATED 3 MONTHS FOR PUMP TRACK CONSTRUCTION. CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING ARC'S WORK WITH IT'S OWN WORK, AND MAINTAIN SITE SECURITY, CONSTRUCTION FENCE, CONSTRUCTION ACCESS, SWPPP AND ANY OTHER REQUIRED ITEMS DURING THE BIKE TRACK CONSTRUCTION. 2. PUBLIC ART: THIS PROJECT INCLUDES PUBLIC ART AND COORDINATION WITH THE ARTISTS IS REQUIRED DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ART WORK WITH IT'S OWN WORK. CONTRACTOR'S SCHEDULE SHALL INCORPORATE ART INSTALLATION TASKS. THE CONTRACTOR SHALL INSTALL FOOTINGS AND ATTACHMENT BRACKETS AS SHOWN IN THE PLANS IN APPENDIX F AND G AND NOTIFY THE ARTISTS WHEN COMPLETE FOR PLACEMENT OF THE FINAL PIECES. 3. CITY OF RICHMOND PARKS MAINTENANCE DIVISION: PROJECT DEMOLITION REQUIRES REMOVING EXISTING IRRIGATION BACKFLOW PREVENTER WHICH SERVES THE EXISTING TURF AREA TO THE NORTH OF THE PROJECT AREA. WATER SHALL BE RECONNECTED TO THIS AREA WITHIN 2 DAYS OF DISCONNECTION, INCLUDING THE INSTALLATION OF THE NEW BACKFLOW PREVENTER ALONG WITH THE NEW MAINLINE CONNECTION, MASTER VALVE, AND FLOW SENSOR FOR THE NORTH FIELD. CONTRACTOR SHALL NOTIFY CITY OF RICHMOND PUBLIC WORKS DEPARTMENT PARKS MAINTENANCE DIVISION 1 WEEK PRIOR TO DISCONNECTING EXISTING WATER SUPPLY. COORDINATION NOTES 1005 NOTES G003 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
3 7 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S 1. ALL MASS GRADING SHALL BE PERFORMED UNDER THE STRICT SUPERVISION OF THE PROJECT GEOTECHNICAL ENGINEER, AND SHALL BE IN CONFORMANCE WITH THE SITE SPECIFIC GEOTECHNICAL REPORT. MASS GRADING SHALL INCLUDE DEMOLITION, CLEARING AND GRUBBING, TREE REMOVAL, REMEDIAL GRADING (BUTTRESSING, KEYWAYS, SUBDRAINS), SUB-EXCAVATION AND COMPACTION OF FILL AREAS, CUTTING HIGH AREAS AND STREETS, PLACING AND COMPACTION OF FILL ON LOW AREAS AND STREETS, HAUL ROAD CONSTRUCTION AND REMOVAL, FINISHED GRADING OF SITE TO A TOLERANCE OF ± 0.1 FEET, UNDER-CUTTING OF STREETS SUFFICIENT TO ACCOMMODATE UTILITY SPOILS, HAULING, PLACEMENT, COMPACTION OR STOCKPILING OF UTILITY SPOILS AS REQUIRED, IMPORT, PLACEMENT AND COMPACTION OF SOILS AS REQUIRED TO BALANCE THE SITE AND EXCAVATION FOR MASONRY. 2. IF, AT ANY TIME DURING GRADING OPERATIONS, ANY UNFAVORABLE GEOLOGICAL CONDITIONS ARE ENCOUNTERED, GRADING IN THAT AREA WILL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE OBTAINED. 3. ALL DEBRIS, EXCESS SOIL, AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT APPROVED DISPOSAL SITES AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE. 4. ALL FILL SOILS OR SOILS DISTURBED OR OVER-EXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED PER THE REQUIREMENTS OF THE SOIL REPORT BUT NOT LESS THAN 90% MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557. 5. ALL GRADED BANK TOPS AND TOES SHALL BE ROUNDED. 6. THE PROPOSED GRADE AS SHOWN IN THE DRAWINGS IS THE FINISH GRADE AND NOT THE ROUGH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE TO ACCOMMODATE FOR THE THICKNESS OF THE TOP SECTIONS (ROADWAY, CONCRETE, TOPSOIL, ETC.) TO ARRIVE AT THE ROUGH GRADE ELEVATION. THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL ADJUSTMENTS TO ACCOMMODATE TRENCH OR FOUNDATION SPOILS, OR ITEMS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 7. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS. 8. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED BY CONTRACTOR 48 HOURS AHEAD OF GRADING TO REVIEW THAT TREE PROTECTION MEASURES ARE ADEQUATELY INSTALLED. 9. ASPHALT PAVEMENT SHALL BE CONSTRUCTED IN AT LEAST TWO LIFTS, AND THE SECOND LIFT SHALL BE A MINIMUM OF 2 INCHES AND SHALL BE PLACED ONLY AFTER THE CONSTRUCTION OF SITE IMPROVEMENTS AND BUILDING CONSTRUCTION HAVE BEEN SUBSTANTIALLY COMPLETED. THE FINAL PAVEMENT SURFACE SHALL BE FREE OF GOUGES, PATCHES, OR OTHER DEFECTS TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO ACCEPTANCE OF SITE IMPROVEMENTS. GRADING NOTES 1. ALL WATER LINES SHALL BE INSTALLED WITH 36” MINIMUM COVER FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 2. THRUST BLOCKS SHALL BE INSTALLED AT WATERLINE HORIZONTAL AND VERTICAL BENDS, TEES, CAPPED ENDS AND REDUCERS ACCORDING TO THE DETAILS PROVIDED ON THESE PLANS. 3. ALL METAL PIPES AND PIPE FITTINGS (E.G., VALVES, BOLTS, FLANGE JOINTS, JOINT HARNESSES, FLEXIBLE COUPLINGS, ETC.) SHALL BE PROTECTED AGAINST CORROSION. 4. PIPE SLOPES AND DISTANCES SHOWN ON PLANS ARE FROM THE CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF RICHMOND/VEOLIA HOURS PRIOR TO STARTING ANY SEWER WORK. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF RICHMOND/VEOLIA IMMEDIATELY OF ANY CONFLICT BETWEEN SEWERS AND OTHER UNDERGROUND FACILITIES. 7. CLEANING, TESTING, AND TELEVISING OF SEWER FACILITIES WILL BE REQUIRED PRIOR TO ACCEPTANCE. 8. MANHOLE FRAMES AND COVERS AND ALL OTHER UTILITY FRAMES AND COVERS LOCATED WITHIN PAVED AREAS SHALL BE BROUGHT TO FINISH GRADE AFTER PAVING. RIM GRADES, WHERE SHOWN, ARE APPROXIMATE. CONTRACTOR TO ADJUST RIM GRADE TO CONFORM WITH INSTALLED PAVING. UTILITY NOTES 3 1. STORM DRAIN STRUCTURE STATIONS AND OFFSETS ARE TO THE CENTER OF STRUCTURE AT THE FACE OF CURB. 2. STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM CONDITIONS OF CONSTRUCTION. STORM DRAINAGE NOTES ON AUGUST 9, 2023 MEETING, THE CITY OF RICHMOND DESIGN REVIEW BOARD VOTED TO APPROVE THE DESIGN REVIEW PERMIT FOR THE SHIELDS-REID PARK IMPROVEMENTS PROJECT, SUBJECT TO THE CONDITIONS OF APPROVAL LISTED BELOW: 1. DEVELOPMENT IS TO BE CONSTRUCTED IN COMPLIANCE WITH THE PROJECT PLANS SUBMITTED TO THE PLANNING DIVISION ON JUNE 28, 2023, BY PLACEWORKS. ANY MODIFICATIONS SHALL BE REVIEWED BY THE ZONING ADMINISTRATOR WHO SHALL DETERMINE WHETHER THE MODIFICATION REQUIRES ADDITIONAL APPROVAL. 2. ALL DESIGN REVIEW CONDITIONS OF APPROVAL SHALL BE PRINTED ON THE INFORMATIONAL PAGE OF THE FINAL CONSTRUCTION PLANS SUBMITTED FOR BUILDING PERMITS, ALONG WITH ANNOTATIONS BY THE APPLICANT OF WHERE THE CONDITIONS HAVE BEEN MET ON THE DRAWINGS. ALL CONDITIONS OF APPROVAL SHALL BE ON ALL GRADING AND CONSTRUCTION PLANS, WHICH SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES. IT IS THE RESPONSIBILITY OF THE BUILDING DEVELOPER TO ENSURE THAT THE PROJECT CONTRACTOR AND CONSTRUCTION CREW IS AWARE OF AND ADHERES TO ALL CONDITIONS OF APPROVAL. 3. PRIOR TO ISSUANCE OF ANY BUILDING PERMIT, THE APPLICANT SHALL DEMONSTRATE THAT ALL EXTERIOR LIGHTING HAS BEEN DESIGNED AND LOCATED SO THAT ALL DIRECT LIGHT IS CONFINED TO THE PROPERTY AND IS SATISFACTORY TO THE PLANNING AND BUILDING REGULATIONS SERVICES DIRECTOR OR HIS/HER DESIGNEE. FIXTURES SHALL BE APPROPRIATE TO THE STYLE AND SCALE OF THE ARCHITECTURE. THE TOP OF THE FIXTURE SHALL NOT EXCEED THE HEIGHT OF THE PARAPET OR ROOF OR EAVE OF ROOF. NO LIGHTS SHALL BE GREATER THAN 3,000K LED. RESPONSE: THE ELECTRICAL PLAN AND DETAILS ARE CONSISTENT WITH THESE REQUIREMENTS. 4. THE APPLICANT SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF RICHMOND PUBLIC SERVICES/ENGINEERING DEPARTMENT FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. ALL CURB, GUTTER, AND SIDEWALK REPLACEMENT SHALL CONFORM TO CITY OF RICHMOND STANDARDS. SHOULD ANY INFRASTRUCTURE BE DAMAGED OR DESTROYED AS A RESULT OF THE CONSTRUCTION OF THE PROJECT, THE APPLICANT SHALL BE RESPONSIBLE FOR RETURNING THE INFRASTRUCTURE TO AN ACCEPTABLE CONDITION AS DETERMINED BY THE CITY OF RICHMOND PUBLIC WORKS DIRECTOR. 5. ALL NEW ELECTRICAL LINES AND CONNECTIONS TO THE SITE SHALL BE UNDER GROUNDED TO THE SATISFACTION OF THE CITY ENGINEER AND PLANNING AND BUILDING SERVICES DIRECTOR. 6. ANY RELOCATION OF EXISTING IMPROVEMENTS OR PUBLIC UTILITIES SHALL BE ACCOMPLISHED UNDER THE DIRECTION OF THE CITY OR IMPACTED UTILITY COMPANY’S REQUIREMENT AT NO EXPENSE TO THE CITY OR UTILITY COMPANY. 7. THE APPLICANT SHALL REPAIR ALL DAMAGED SIDEWALK, PAVEMENT, EXISTING CURB AND GUTTER ALONG THE PROJECT FRONTAGE TO THE SATISFACTION OF THE PLANNING AND BUILDING SERVICES DIRECTOR AND CITY ENGINEER PRIOR TO OCCUPANCY. THE APPLICANT SHALL REPLACE ANY DAMAGED LANDSCAPING, IMPROVEMENTS, OR STREET IMPROVEMENTS CAUSED BY THE INSTALLATION OF UTILITY SERVICES AND CONSTRUCTION OF THE PROJECT TO THE SATISFACTION OF THE CITY ENGINEER AND PLANNING AND BUILDING SERVICES DIRECTOR. 8. FAILURE TO ABIDE AND FAITHFULLY COMPLY WITH ANY AND ALL CONDITIONS ATTACHED TO THIS APPROVING ACTION SHALL CONSTITUTE GROUNDS FOR THE REVOCATION OF SAID ACTION BY THE RICHMOND DESIGN REVIEW BOARD OR OTHER DESIGN REVIEW AUTHORITY. 9. DESIGN REVIEW APPROVAL SHALL EXPIRE TWO YEARS FROM THE DATE OF FINAL APPROVAL, UNLESS MADE PERMANENT BY THE ISSUANCE OF BUILDING PERMITS AND THE COMMENCEMENT OF CONSTRUCTION. IF THE USE(S) OR STRUCTURE(S) APPROVED BY THIS ACTION IS NOT ESTABLISHED WITHIN SUCH PERIOD OF TIME, THIS APPROVAL SHALL BE TERMINATED AND SHALL, THEREAFTER, BE NULL AND VOID, UNLESS THE APPLICANT OR OWNER APPLIES FOR AN EXTENSION OF TIME PRIOR TO EXPIRATION OF THE DESIGN REVIEW APPROVAL. 10. THE APPLICANT AGREES, ON BEHALF OF HIMSELF, HIS SUCCESSOR IN INTEREST AND ASSIGNS, TO DEFEND, INDEMNIFY, AND HOLD HARMLESS THE CITY, ITS COUNCIL, PLANNING COMMISSION, ADVISORY BOARDS, OFFICERS, EMPLOYEES, CONSULTANTS AND AGENTS (HEREINAFTER "CITY") FROM ANY CLAIM, ACTION OR PROCEEDING (HEREINAFTER "PROCEEDING") BROUGHT AGAINST THE CITY TO ATTACK, SET ASIDE, VOID OR ANNUL THE CITY'S ACTIONS REGARDING ANY DEVELOPMENT OR LAND USE PERMIT, APPLICATION, LICENSE, DENIAL, APPROVAL OR AUTHORIZATION, INCLUDING, BUT NOT LIMITED TO, VARIANCES, USE PERMITS, DEVELOPMENTS PLANS, SPECIFIC PLANS, GENERAL PLAN AMENDMENTS, ZONING AMENDMENTS, APPROVALS AND CERTIFICATIONS PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND/OR ANY MITIGATION MONITORING PROGRAM, OR BROUGHT AGAINST THE CITY DUE TO ACTS OR OMISSIONS IN ANY WAY CONNECTED TO THE APPLICANT'S PROJECT, BUT EXCLUDING ANY APPROVALS GOVERNED BY CALIFORNIA GOVERNMENT CODE SECTION 66474.9. THIS INDEMNIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGES, FEES AND/OR COSTS AWARDED AGAINST THE CITY, IF ANY, AND COSTS OF SUIT, ATTORNEY’S FEES AND OTHER COSTS, LIABILITIES AND EXPENSES INCURRED IN CONNECTION WITH SUCH PROCEEDING WHETHER INCURRED BY APPLICANT OR CITY. IF APPLICANT IS REQUIRED TO DEFEND THE CITY AS SET FORTH ABOVE, THE CITY SHALL RETAIN THE RIGHT TO SELECT THE COUNSEL WHO SHALL DEFEND THE CITY. 11. FENCING: FENCING SHALL REMAIN LOW, OPEN AND WITH A FLAT RAIL ON TOP. FENCING SHALL BE MINIMAL AND FOCUSED ON THE CHILDREN’S PLAY AREA AND SUFFICIENT FOR KEEPING OUT DIRT BIKES FROM ENTERING THE PARK. RESPONSE: FENCING WILL BE 4' AND WILL MATCH PERIMETER FENCING FOR THE REST OF THE PARK WITH THE ADDITION OF A FLAT RAIL ON TOP. THE PRIMARY AREA OF FENCING WILL BE ALONG CHERRY AND ALAMO TO PREVENT DIRT BIKES FROM ENTERING PARK TO RIDE THE PUMP TRACK AND TO ENCLOSE THE NATURE PLAY AREA AT THE SOUTHWEST CORNER. DESIGN REVIEW BOARD CONDITIONS FOR APPROVAL 1006

LEGEND AND
ABBREVIATIONS G004 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
3 7 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date

J E S S E J O N E S IMPROVEMENTS LEGEND BIORETENTION AREA SYNTHETIC SAFETY SURFACING PEDESTRIAN CONCRETE PAVING VEHICULAR CONCRETE PAVING ASPHALT PAVING CONCRETE PAVING WITH DECORATIVE FINISH STABILIZED DECOMPOSED GRANITE ENGINEERED WOOD FIBER 4 SYMBOLS EXISTING PROPOSED SIGN TREE / TREE TO BE REMOVED N/A LIGHT - POST MOUNTED STREETLIGHT N/A JOINT POLE (WITH GUY) N/A SANITARY SEWER - CLEANOUT SANITARY SEWER - MANHOLE N/A N/A STORM DRAINAGE - AREA DRAIN STORM DRAINAGE - CLEANOUT N/A STORM DRAINAGE - DROP INLET STORM DRAINAGE - MANHOLE N/A GAS VALVE N/A PULLBOX FIRE HYDRANT N/A WATER METER WATER VALVE FOUND / SET - CONTROL POINT N/A SSCO SDCO PBWMWV LINETYPES EXISTING PROPOSED BOUNDARY LINE CABLE TELEVISION CONTOUR - MAJOR CONTOUR - MINOR ELECTRICAL LINE FENCE FLOWLINE / SWALE GAS LINE GUARDRAIL IRRIGATION LIGHTING N/A N/A LIMITS OF CONSTRUCTION RETAINING WALL RIGHT OF WAY SANITARY SEWER STORM DRAIN TELEPHONE LINE TREE DRIPLINE N/A WATER CTV 30EGIRRSS
TW DEMOLITION LEGEND SAWCUT, REMOVE AND DISPOSE CONCRETE CURB, GUTTER, FLATWORK TO NEAREST JOINT BEYOND (VIF), AC PAVEMENT (INCLUDING BASEROCK) REMOVE AND DISPOSE PLAYGROUND RUBBER MATTING CLEAR, GRUB AND DISPOSE. USE HAND TOOLS OR OTHER METHOD APPROVED BY THE ENGINEER WHEN WORKING UNDER THE TREE DRIPLINE SAWCUT LINE. SAWCUT AT NEAREST JOINT, TYP. TREE PROTECTION WITH FENCE. SEE DEMO PLAN CONSTRUCTION FENCING EROSION CONTROL LEGEND EXISTING FIBER ROLLS. SEE DETAIL 2, THIS SHEET CONSTRUCTION ENTRANCE. SEE DETAIL 3, THIS SHEET CONCRETE WASHDOWN AREA DELIVERY AREA NON HAZARDOUS STORAGE STORM INLET PROTECTION. SEE DETAIL 1, CE101 PORTABLE TOILET WITH LINER TIRE WASH WD D

SPT TW STORM WATER CONTROL LEGEND
` DRAINAGE MANAGEMENT AREA (DMA) LIMITS PROPOSED DIRECTION OF SLOPE EXISTING DIRECTION OF SLOPE ABBREVIATIONS XX 1 @ AT AB CLASS 2 AGGREGATE BASE AC ASPHALT CONCRETE AD AREA DRAIN APPROX APPROXIMATE BF BOTTOM OF FOOTING BSW / W BACK OF SIDEWALK CB CATCH BASIN CJ CONTROL JOINT CL CENTER LINE/CONTROL LINE CLR CLEAR CP CONTROL POINT DET DETAIL DI DROP INLET DL DAYLIGHT DWY DRIVEWAY (E) / EX EXISTING EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT EG EXISTING GRADE EL ELEVATION EP EDGE OF PAVEMENT EQ EQUAL EX EXISTING FC / C FACE OF CURB FF FINISH FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FS FINISHE SURFACE GB GRADE BREAK GL LIP OF GUTTER GR GRASS HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT INV INVERT JB JUNCTION BOX JP JOINT POLE JT JOINT TRENCH LF LINEAR FEET LP LOW POINT MH MAN HOLE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER O.R. OWNER'S REPRESENTATIVE P ASPHALT PAVEMENT PB PULLBOX PERF PERFORATED PRO PROPOSED PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE RW RIGHT OF WAY SD STORM DRAIN SDCO STORM DRAIN CLEANOUT SDMH STORM DRAIN MANHOLE SF SQUARE FEET SIMILAR COMPARABLE CHARACTERISTICS FOR THE CONDITIONS VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT STD STANDARD SW SIDEWALK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TW TOP OF WALL tw TOE OF WALL TYPICAL OR TYP. THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, WHEN THEY FIRST OCCUR. UNO UNLESS NOTED OTHERWISE VC VERTICAL CURVE VIF VERIFY IN FIELD WL WATER LINE DETAIL IDENTIFICATION NUMBER SHEET NUMBER ON WHICH DETAIL IS DRAWN 1007

CONSTRUCTION
STAGING PLAN G101
5 NORTH 0 10 20 40 1" = 20'-0" All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date

J E S S E J O N E S ALAMO AVENUE

CHERRY STREET
KELSEY STREET APPROXIMATE LENGTH OF NO-PARKING ZONE REQUIRED FOR PROJECT. CONTRACTOR SHALL DETERMINE LENGTH NO GREATER THAN 100 FEET ON EITHER SIDE OF THE STREET AND APPLY TO THE CITY FOR A NO-FEE ENCROACHMENT PERMIT CONSTRUCTION ACCESS CONSTRUCTION PARKING CONTRACTOR SHALL REPAIR ALL SURFACES DAMAGED DURING CONSTRUCTION STAGING PRIOR TO PROJECT COMPLETION 1008 C

ALAMO AVENUE CHERRY STREET KELSEY STREET
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET EXISTING CONDITIONS SHEET
V101
NORTH
0 10 20 40
1" = 20'-0"
6 37 SHEETS
1009

C ALAMO AVENUE
CHERRY STREET 12" TREE 10" TREE 9" TREE 15" TREE 18" TREE 10" TREE 12" TREE 12" TREE REMOVE AND DISPOSE SWING SET AND FOUNDATION REMOVE AND DISPOSE PLAYGROUND EQUIPMENT REMOVE AND DISPOSE EX. BACK FLOW PREVENTER.

KELSEY STREET REMOVE AND DISPOSE BLEACHERS PROTECT PLAY EQUIPMENT IN PLACE REMOVE AND DISPOSE PLAY EQUIPMENT PROTECT IN PLACE EX. CONCRETE PATHWAY PROTECT IN PLACE EX. FENCING REPLACE EX. GATE HINGE PER SHEET LC101 REPLACE EX. GATE HINGE PER SHEET LC101 REPLACE EX. GATE HINGE PER SHEET LC101 REMOVE AND DISPOSE EX. PIPE. CONTRACTOR SHALL RECONNECT ALL EX. IRRIGATION LINE AS NEEDED FOR CONSTRUCTION IMPROVEMENTS 6" TREE10" TREE PROTECT IN PLACE EX. WATER LINE. SEE UTILITY PLAN PROTECT IN PLACE CONCRETE AND LIGHTING PULLBOX PROTECT IN PLACE CONCRETE AND LIGHTING PULLBOX PROTECT IN PLACE CONCRETE AND LIGHTING PULLBOX ±4.4' 14"
14"
±3.4'

10.8' 4' 8'
13'
±15.4'
±8.6'
±7.6' ±30.8' ±4.8' ±12.8' ±7.5'
4' REMOVE AND DISPOSE CHAIN LINK FENCE MESH. PROTECT IN PLACE POSTS. REMOVE AND DISPOSE CHAIN LINK FENCE MESH. PROTECT IN PLACE POSTS. CONSTRUCTION STAGING AREA, SEE NOTE 1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof.

Richmond Contra Costa County California
121 PARK PLACE
RICHMOND, CA 94801
PHONE: (415) 883-9850
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/8/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS REID PARK
IMPROVEMENTS 1" = 20' PERMIT SET
DEMOLITION PLAN CD101 NORTH 0 10 20 40 1" = 20'-0" MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. 2" X 6' STEEL POSTS OR APPROVED EQUAL. TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR- ORANGE. STEEL POSTS INSTALLED AT 8' O.C. SECTION VIEW 8.5" X 11" SIGN LAMINATED IN PLASTIC ON EACH FENCE ENCLOSURE 4'-0" KEEP OUT TREE PROTECTION AREA CANOPY DRIP LINE, SEE DEMO PLAN FOR FENCE ALIGNMENT TREE PROTECTION DETAIL 1 NOTES: 1. CONTRACTOR TO DOCUMENT CONDITION OF STAGING AREA BEFORE USE. POST-CONSTRUCTION, THE CONTRACTOR MUST MEET THE SAME CONDITIONS OF THE STAGING AREA, OR BETTER. 2. WHEN CLEARING AND GRUBBING, PRESERVE NATIVE TOPSOIL AND STOCKPILE ON SITE IN A SEPARATE LOCATION FROM SUBSOIL. 7 37 SHEETS
1010
C
INT
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PE WM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
R R
R R
E
E
E
E
E WV
R WV
C SSCO
E

ALAMO AVENUE CHERRY STREET

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA
CP #3
CP #1
CP #2
L16
L1
C1 L2
C4
C5
C3
C2
L3
8' 8'
6'
R3'
R2'
R10' C6
C7
C8
C9 C10
C11
C12
C13
C14 L4L5
L6
L7
L8
C19
C20
C18
C17
C16
C15
C21
C25
C26
C27
C28
C24
C23
C22
4'
C35
C36
C33
C34
C30
C31
C32
C29 L9
L10
L12
L11 L14 L15
L13
L17
L18 L21 L22 L23
L24
L25
L26
L27
C38
C39
C40

PLAYGROUND AREA

PLAYGROUND AREA
L28

FITNESS AREA

PUMP TRACK, NIC
C41
L29 14"
14" 10.8' 4' 14"
8' 13'

5.2' 5.2' ±1.9'
4' 4' ±5.1'
12' ±44.7'
±7.5' 4' ±12.7'
C42
C43
L30
C44
L32 L33 L34 L37
L35
L36

SEE STRUCTURAL PLANS FOR

STAGE FOUNDATION DETAILS

SEE LANDSCAPE

DETAILS FOR RESTROOM

SLAB FOUNDATION

LINE TABLE
TAG
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15

BEARING
S88°43'10"E
S01°11'13"W
S88°43'10"E
S01°06'36"W
S01°06'36"W
N38°05'02"E
N34°21'07"E
N35°15'50"E
S01°16'50"W
S89°01'11"E
N50°53'18"E
N31°39'55"W
S21°54'27"E
S03°48'13"E
N00°24'31"E

DISTANCE

88.99'

23.45'

2.75'

18.25'

20.32'

10.59'

8.68'

10.49'

12.67'

21.31'

51.77'

54.85'

87.99'

29.12'

18.29'

CURVE TABLE
TAG
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
RADIUS

76.00'

80.00'

69.00'

3.00'

61.00'

3.00'

63.00'

69.00'

3.00'

22.00'

3.00'

78.00'

22.00'

15.00'

33.00'
LENGTH
119.50'

56.33'

27.49'

3.59'

31.17'

6.56'

18.14'

15.77'

5.79'

18.46'

5.21'

36.91'

40.82'

46.15'

31.73'
DELTA
090°05'37"
040°20'43"
022°49'35"
068°36'09"
029°16'30"
125°14'25"
016°30'02"
013°05'42"
110°36'46"
048°04'33"
099°25'10"
027°06'33"
106°18'47"
176°16'05"
055°05'42"

CURVE TABLE
TAG
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
RADIUS

3.00'

99.00'

95.00'

56.00'

52.00'

23.00'
104.00'

46.00'

64.00'

68.00'

3.00'

78.00'

13.50'
LENGTH

4.11'

4.59'

32.35'

30.25'

30.17'

27.69'

23.18'

58.05'

54.03'

70.17'

65.32'

5.30'

3.38'

29.54'

22.27'
DELTA
078°24'34"
087°39'36"
018°43'29"
018°14'49"
030°52'10"
030°30'48"
057°44'00"
031°59'00"
067°17'37"
062°49'02"
055°02'21"
101°11'50"
064°31'19"
021°42'01"
094°29'46"

LINE TABLE
TAG
L16
L17
L18
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L32
L33

BEARING
N68°00'16"E
N86°24'09"E
S88°51'58"E
S00°42'03"W
S01°17'08"W
S01°17'08"W
N27°51'36"E
S82°58'06"E
S04°59'20"W
S62°20'17"W
N21°02'09"E
N51°02'57"E
N84°24'18"E
N01°16'50"E
N46°16'50"E

DISTANCE

33.33'

89.53'

92.82'

99.09'

47.29'

42.78'

3.40'

1.03'

1.38'

1.45'

46.07'

17.99'

4.39'

5.00'

8.00'

CURVE TABLE
TAG
C31
C32
C33
C34
C35
C36
C38
C39
C40
C41
C42
C43
C44
RADIUS

14.50'

8.50'

8.00'

9.00'

14.50'

9.00'

5.75'

8.00'

2.00'

22.16'

10.50'

70.00'

57.25'
LENGTH

15.16'

12.42'

13.01'

8.08'

11.88'

15.47'

6.85'

8.01'

5.03'

6.89'

4.02'

8.48'

30.35'
DELTA
059°54'13"
083°44'44"
093°09'54"
051°27'33"
046°56'45"
098°28'56"
068°14'43"
057°20'57"
144°10'03"
017°48'41"
021°55'27"
006°56'37"
030°22'43"

LINE TABLE
TAG
L34
L35
L36
L37

BEARING
N01°16'50"E
S01°16'50"W
S43°43'10"E
S01°16'50"W

DISTANCE

12.34'

4.69'

8.00'

12.34'
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET HORIZONTAL CONTROL PLAN
CH101
NORTH
0 10 20 40
1" = 20'-0"

SURVEY CONTROL POINTS
POINT NO. NORTHING EASTING ELEVATION DESCRIPTION
1 2175127.1340 6024644.4910 26.10 CP MN
2 2175047.6700 6024448.1590 24.10 CP MN CNC
3 2174977.2980 6024518.1460 24.87 CP SPK

SURVEY NOTES

1. EXISTING TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A SURVEY PERFORMED BY CSW DATED FEBRUARY 2023.

2. HORIZONTAL DATUM IS NORTH AMERICAN DATUM OF 1983 (NAD 83) PER CALIFORNIA REAL TIME NETWORK (CRTN), EPOCH 2017.5. MOUNT POINT USED WAS P181 MILLERKNOXCN2005.

3. VERTICAL DATUM IS NORTH AMERICAN DATUM OF 1988 (NADV88) PER CALIFORNIA REAL TIME NETWORK (CRTN), EPOCH 2017.5.
8 37 SHEETS
1011
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SDCO
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E
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E
E
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E
E
E
E
E
SSCO
E
E
E
E
R R
R R
E
E
E
E
E WV
R WV
C SSCO
E

ALAMO AVENUE CHERRY STREET
AD
RIM 22.10
AD
RIM 22.10
AD
RIM 22.10
AD
RIM 22.10
AD
RIM 22.10
FG 23.43
EG ±23.5
(CONFORM)
EG ±24.1
(CONFORM)
EG ±24.1
(CONFORM)
EG ±24.0
(CONFORM)
EG ±24.0
(CONFORM)
EG ±24.3
(CONFORM)
EG ±25.2
(CONFORM)
EG ±25.4
(CONFORM)
EG ±26.0
(CONFORM)
FG 26.09
EG ±26.4
(CONFORM)
EG ±26.4
(CONFORM)
EG ±26.0
(CONFORM)
EG ±25.3
(CONFORM)
EG ±25.3
(CONFORM)
EG ±24.9
(CONFORM)
TW/EG ±24.9
(CONFORM)
TW/EG ±24.6
(CONFORM)
EG ±24.5
(CONFORM)
FG 25.50
FG 25.13 FG 25.50
FG 25.05
FG 25.02
FG 24.96
FG 24.30
FG 24.40
FG 25.50
FG 25.53

3.0%

1.5%
FG 24.88
FG 25.07
FG 25.16
FG 24.98
FG 25.07
FG 25.39
FG 25.46
FG 25.45 FG 25.41
FG 25.39
FG 25.17
FG 25.49
FG 24.61

1.1%

0.5%

2.5%
FG 27.00
FG 27.00

8.3%
FG 25.62
FG 25.13
TW/FG 24.69
FG 24.85
FG 24.60
FG 24.61 0.5%

1.1%

0.5%

1.6%
FG 24.56
FG 25.00

4.3%

0.8%

1.0%
FG 23.99
FG 24.94
FG 25.30 FG 25.34
FG 25.70
FG 26.13

1.2%
FG 25.46 0.9%
FG 25.49

0.5%

1.4%

2.5%

2.7%

3.7% 2.7%

2.0%

0.8%

EX DI
RIM ±21.6
FL ±23.2
(CONFORM)
FL ±23.3
(CONFORM)
FG 23.93
EG ±24.3
(CONFORM) EG ±24.6
(CONFORM)
FG 23.93
FG 24.03
FG 24.12
FG 24.08
FG 23.98
FG 24.02
FG 23.99
FG 23.95

1.1%
FG 24.55
FG 24.52

0.6%
FG 24.86
FG 24.85

0.8%

2.9% 1.0%
FG 25.38

1.4%
FG 21.25
FG 24.52
FG 25.76
FG 25.64
FG 25.32
FG 25.36
FG 25.36 FG 25.42
FG 25.45
FG 25.53
FG 25.60
FG 25.78
FG 25.95
FG 26.06
FG 26.12
FG 26.09
FG 25.35
FG 26.17
FG 25.72

33.0%

33.3%

32.5%
EG ±24.6
(CONFORM)
FG 24.65

2.0%

1.6%

0.8%

0.7%

0.2%
RIM 23.50 RIM 23.50
RIM 23.50
RIM 23.50
SDCO
RIM 25.21
12"X12" DI
RIM 21.75
TW/FG 25.02
RIM ±21

POP-UP EMITTER
RIM 21.25
EG ±26.0
(CONFORM)
EG ±26.1
(CONFORM)
EG ±26.0
(CONFORM)
25 25
24 24
24 222324
23 22
AD
RIM 22.10
AD
RIM 22.10

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS
AREA
TW 24.92
TW 24.66
FG 21.25
FG 21.25
TW 24.79
FG 21.25
25 AD
RIM 21.75
TW 24.79
FG 21.25
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET GRADING AND DRAINAGE PLAN
CG101
NORTH
0 10 20 40
1" = 20'-0"
NOTES

1. FINISHED GRADING WITHIN PUMP TRACK TO BE COMPLETED BY OTHERS. CONTRACTOR SHALL INSTALL DRAINAGE PIPES PRIOR TO CONSTRUCTION OF PUMP TRACK.

GRADING QUANTITIES
CUT: 527 CUBIC YARDS
FILL: 313 CUBIC YARDS
NET: 214 CUBIC YARDS

1. PROPOSED FINISH GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN.

2. THE EARTHWORK QUANTITIES ABOVE HAVE NOT BEEN ADJUSTED TO ACCOUNT FOR:

3. FOR REFERENCE ONLY. CONTRACTOR TO DO THEIR OWN TAKE OFF TO VERIFY QUANTITIES. 9 37 SHEETS
1012
C
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SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E

E IRR IRR IRR

IRR IRR
IRR

IRR IRR IRR IRR IRR IRR
IRR
IRR
IRR
IRR
IRR

IRR IRR IRR IRR IRR

IRR IRR
W
R R
R R
E
E
E
E
E WV
R WV
C SSCO
W
E

ALAMO AVENUE CHERRY STREET
CONNECT TO EX. MAIN PER
SEWER CLEANOUT. SEE
DETAIL 1 SHEET CG 501 , TYP.

WATER METER PULLBOX PER
EBMUD STD DWG 291-EA

WATER VALVE WITH COVER
PER EBMUD STD DWG 288-EA

1.25" BACKFLOW

PREVENTER PER
EBMUD DWG 9498-GB
3" PVC SIDEWALK

UNDERDRAIN PER CITY
STD DETAIL 5-AA-1123

CONTRACTOR TO COORDINATE INSTALLATION OF NEW LATERAL
BY EBMUD TO NEW METER. CONTRACTOR SHALL INSTALL
LATERAL FROM METER TO RESTROOM POINT OF CONNECTION.

ALL TRENCHING SHALL BE PER CITY STD DETAIL 10-AA-1959
POP-UP EMITTER. SEE
DETAIL 2, SHEET CG 501
4" AREA
DRAIN, TYP.
23 LF 4" HDPE
PERF. PIPE
72 LF @ S=0.9%
4" HDPE PIPE
56 LF @ S=1.0%
4" HDPE PIPE
31 LF @ S=1.0%
4" HDPE PIPE
25 LF @ S=1.0%
4" HDPE PIPE
59 LF @ S=1.0%
4" HDPE PIPE
19 LF @ S=0.5
4" HDPE PIPE
83 LF @ S=0.5%
4'' HDPE PIPE
10 LF 4" HDPE PIPE
10 LF 4" HDPE PIPE
9 LF 4" HDPE PIPE
101 LF @S=0.75% 8" HDPE PIPE
12x12 CATCH
BASIN, TYP.

RIM 23.50
INV 18.76
BIORETENTION AREA 1. SEE
DETAIL 1, SHEET CG 501
BIORETENTION AREA 2.

SEE STORM WATER CONTROL PLAN

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA
41 LF @ S=1.0%
4" HDPE PIPE
34 LF @ S=1.0%
4" HDPE PIPE

IRRIGATION

BACKFLOW

PREVENTER PER

IRRIGATION DETAIL,
SHEET LI501
CONNECT 2"
IRRIGATION TO EX.

WATER METER. SEE

IRRIGATION PLANS

CONTRACTOR TO RECONNECT
EX. NORTH FIELD IRRIGATION TO
NEW BACKFLOW PREVENTER.
1 1
2 " SEWER LATERAL
4" SEWER LATERAL
1 2
" WATER LATERAL
1 1
4 " WATER LATERAL
1 1
4 " WATER LATERAL
INV 20.58
INV 20.27
INV 21.27
INV 20.77
INV 21.35
INV 18.91
29 LF @ S=0.5%
INV 18.86
INV 18.81
INV 19.33
INV 19.42
INV 19.67
RIM 22.10
INV 21.35
INV 21.00
GRASS
AC
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET UTILITY PLAN
CU101
NORTH
0 10 20 40
1" = 20'-0"
GENERAL NOTE:

1. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES CROSSING PROPOSED IMPROVEMENTS AND VERIFY COVER VIA POTHOLE. 10 37 SHEETS
1013
C
INT
PT

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E
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SSCO
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E
E
R R
R R
E
E
E
E
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R WV
C
SSCO
E

ALAMO AVENUE CHERRY STREET
PED LIGHT- 1
PED LIGHT- 2
PED LIGHT- 3
PED LIGHT- 4 PED LIGHT- 5
PED LIGHT- 6
PED LIGHT- 7
PED LIGHT- 8
PED LIGHT- 9
PED LIGHT- 10
PED LIGHT- 11
PED LIGHT- 17
PED LIGHT- 12
PED LIGHT- 13
PED LIGHT- 14
PED LIGHT- 15
PED LIGHT- 16
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
CONNECT TO EX. BUILDING
PANEL. SEE SPECS AND
DETAIL 2, THIS SHEET.
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT
3-#8 IRR CONTROLLER
4- #4 STAGE
4- #4 RESTROOM
3- #8 LIGHTING
2" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
4- #4 STAGE TO 100 AMP SUBPANEL
PROVIDE 5 OUTLETS WITH 3- #12 AWG
IN 3" CONDUIT
100 AMP
120-240V

RAISED STAGE

NATURE PLAY AREA RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA

STAGE RECEPTACLE WITH FLUSH
TAMPER PROOF ENCLOSURE, TYP.

SEE DETAIL SHEET
1 2
" CONDUIT FROM

OVERHEAD RECEPTACLE
DIRECT BURY 1" CONDUIT FROM
CONTROLLER TO FLOW SENSOR.

SEE IRRIGATION PLAN. (273 LF)
ART LIGHT- 2
ART LIGHT- 1
ART LIGHT- 3
ART LIGHT- 4
PED LIGHT- 18
PED LIGHT- 19
3- 12 AWG THHN LIGHTING
1" CONDUIT OPEN TRENCH CONDUIT

PER DETAIL SHEET

SAWCUT AND REPLACE CURB TO
NEAREST JOINT FOR UTIL. TRENCH

REMOVE AND REPLACE

CHAINLINK FENCE MESH TO

NEAREST POSTS FOR TRENCH

REMOVE AND REPLACE

CHAINLINK FENCE MESH TO

NEAREST POSTS FOR TRENCH
APPROXIMATE EX. PANEL
LOCATION. INSTALL 200 AMP 2 POLE

BREAKER IN THE EXISTING PANEL

FOR THE STAGE SUBPANEL

TYPE III-AF PANEL PER
CALTRANS STD PLAN ES-2C
PROTECT IN PLACE EX. NORTH FIELD

IRRIGATION CONTROLLER

MOUNT NEW PTZ CAMERA, TO BE PROVIDED
BY CITY, ONTO EX. 45' CCTV POLE. MOUNTING

DETAILS TO BE SUBMITTED BY CONTRACTOR'S

FOR ENGINEER'S APPROVAL

CONNECT CAMERA POWER AND DATA
CABLE TO EX. BUILDING PANEL KELSEY STREET
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT

EXISTING PG&E

TRANSFORMER
M
3P-400 A
2P-200
PANEL
A
2P-200
PANEL
B
2P-150
PANEL
C
3P-50 3P-30

EXISTING MAIN SWITCH BOARD
400A, 120/2408V, 3Ø 4W

EXISTING PG&E
METER

PG&E ELECTRICAL

SERVICE
SUPPLY

FAN FAN
1P-20
SCORE
BOARD
1P-20
MEN'S
HD
1P-20

WOMEN'S
HD
1P-15
PC
C

PHOTOCONTROL
2P-30
EX.

LIGHTING
2P-100
STAGE
2P-100
REST
ROOM
1P-15
PC
C

PHOTOCONTROL
1P-30
PR.

LIGHTING

INSTALL NEW STAGE SUBPANEL

INTO EXISTING SWITCH BOARD
1P-20
IRR.

CNTR.
2 POLE 200 A, 120/240 V

CONNECT VIDEO TO SPARE
CIRCUIT #1, 1 POLE, 20 AMPS

PLACE ALL WEATHER

NEMA ENCLOSURE
PLACE 3"Ø GALVANIZED

RIGID STEEL CONDUIT

CONDUIT CLAMP WITH TWO
3 16" MASONRY ANCHORS

BUILDING FACADE
PVC TO RGS ADAPTER.

PLACE NO MORE THAN 4"

ABOVE GRADE
SCHEDULE 80 ELBOW
3" CONDUIT
BUILDING ENTRY 2

EXISTING GRADE
A
24"± FIELD VERIFY 48" MAX 36" MAX
A

SECTION A

NO SCALE

OUTSIDE

PLACE ALL WEATHER
24x12x6 NEMA ENCLOSURE
PLACE 24x12x6

NEMA ENCLOSURE
PLACE 1.25"

INTERMEDIATE

METAL CONDUIT
SEE NOTE 1
NOTES

1. X-RAY BUILDING WALL TO DETERMINE LOCATION OF REBAR.

CORE ±4.75"Ø HOLE IN A LOCATION TO AVOID
REINFORCEMENT. STUB 4" GALVANIZED CONDUIT AND SEAL
ANNULAR SPACE WITH 3M FIRE BARRIER WATER TIGHT
SEALANT 3000WT OR EQUAL. PROVIDE 4-HOUR RATING.

ELECTRIC CONDUCTOR

AND DATA CABLE

USE THREADED CONDUIT

TO NEMA ENCLOSURE
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

Richmond Contra Costa County California 121 PARK PLACE RICHMOND, CA 94801 PHONE: (415) 883-9850 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET ELECTRICAL PLAN
E101
NORTH
0 10 20 40
1" = 20'-0"
SINGLE-LINE DIAGRAM 1
11 37 SHEETS
1014

AREA DRAIN DETAIL
3 NOTES:

1. SOLVENT WELD, SLIP

CONNECTIONS CAN BE

SUBSTITUTED FOR THE HUB

CONNECTION AT THE
CONTRACTOR'S OPTION.

2. ALL INLETS AT ANGLE POINTS

OR END OF LINES
6"
RIM

ELEVATION
4" HDPE WHERE SHOWN
(SIZE, SLOPE, AND

ANGLE VARIES)
4" HDPE RISER
(LENGTH VARIES)
4" TEE HUB x HUB x HUB
4" HDPE RISER
(LENGTH VARIES)
45° WYE
1/8 BEND HUB x HUB
(SPIGOT x HUB MAY

ALSO BE USED)

CAP OR PLUG WYE AT END

INLET OR WHERE REQUIRED
4" HDPE RIGID DRAIN WHERE

REQUIRED (SIZE AND SLOPE

VARIES, SEE PLAN)

BIOSWALE FG
4" ATRIUM GRATE

ALAMO AVENUE CHERRY STREET
INT
PT

PE WMSS WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
W
R R
R R
E
E
E
E
E WV
R WV
C SSCO
W
E
C
BIO 1
DMA 1
DMA 3
DMA 2
BIO 2
DMA 4

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA
245 SF
450 SF KELSEY STREET
WIDTH

PER PLANS
6" 6"
18"
12"
6" MIN
BIORETENTION 2 SECTION 2

WIDTH, PER PLAN
3:1 MAX
10' TO 10.5'
3:1 MAX
10' TO 10.5'

BIORETENTION AREA CONSTRUCTION NOTES

1. SCARIFY SUBGRADE BEFORE INSTALLING BIORETENTION AREA AGGREGATE AND BIORETENTION SOIL MEDIA.

2. INSTALL UNDERDRAIN WITH HOLES FACING DOWN. UNDERDRAIN

DISCHARGE ELEVATION SHALL BE NEAR TOP OF AGGREGATE
LAYER. UNDERDRAIN SLOPE MAY BE FLAT.

3. COMPACT EACH 6" LIFT OF BIORETENTION SOIL MEDIA WITH LANDSCAPE ROLLER OR BY LIGHTLY WETTING. IF WETTING, LET DRY OVERNIGHT BEFORE PLANTING.

4. NEVER WORK WITHIN BIORETENTION AREA LIMITS DURING RAIN OR UNDER WET CONDITIONS.

5. KEEP ALL HEAVY MACHINERY OUTSIDE BIORETENTION AREA
LIMITS.

6. CONTRACTOR SHALL PROVIDE SUBMITTALS CERTIFYING CLASS 2 PERM MEETS CALTRANS SPECIFICATION 68-2.02F(3).

7. CONTRACTOR SHALL NOTIFY CIVIL ENGINEER 48 HOURS PRIOR TO INSTALLATION OF CLASS 2 PERM AND BIORETENTION SOIL
FOR INSPECTION.
5" 3"
4" VARIES, 42.5" TO 44.5" VARIES, 41" TO 42.5"
RETAINING WALL.

SEE DETAIL SHEET
AREA DRAIN. SEE

DETAIL SHEET
FG
CLASS 2 PERMEABLE
4" HDPE PERFORATED PIPE

NATIVE SOIL,

UNCOMPACTED SUBGRADE

CONCRETE SURFACE

PER LANDSCAPE DETAIL

NORTH-SOUTH SECTION VIEW

NATIVE SOIL

UNCOMPACTED

SUBGRADE
CLASS 2 PERMEABLE

BIORETENTION SOIL
4" HDPE

PERFORATED
PIPE

EAST-WEST SECTION VIEW
GUARDRAIL. SEE LANDSCAPE

CONSTRUCTION PLAN
RETAINING WALL.

SEE DETAIL SHEET
12" X 12"

DROP INLET

NEW SIDEWALK PER

CITY STD DETAIL WITH

THICKENED EDGE

BIORETENTION SOIL
BIORETENTION 1 SECTION 1

BIORETENTION AREA CONSTRUCTION NOTES

1. SCARIFY SUBGRADE BEFORE INSTALLING BIORETENTION AREA AGGREGATE AND BIORETNETION SOIL MEDIA.

2. COMPACT EACH 6" LIFT OF BIORETENTION SOIL MEDIA WITH LANDSCAPE ROLLER OR BY LIGHTLY WETTING. IF WETTING, LET DRY OVERNIGHT BEFORE PLANTING.

3. NEVER WORK WITHIN BIORETENTION AREA LIMITS DURING RAIN OR UNDER WET CONDITIONS.

4. KEEP ALL HEAVY MACHINERY OUTSIDE BIORETENTION AREA LIMITS. 1.5' VARIES, SEE PLAN 6" 3:1 MAX
24"
3" PVC SIDEWALK UNDERDRAIN
PER CITY STD DETAIL 5-AA-1123
FL

NEW SIDEWALK, CURB,

AND GUTTER PER CITY
STD DETAIL ST-1A

NATIVE SOIL COMPACTED SUBGRADE

BIORETENTION SOIL
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
1" = 20'
DMA
NAME
DMA
AREA
(SF)
POSTPROJECT

SURFACE
TYPE
DMA
RUNOFF
FACTOR
DMA
AREA X
RUNOFF
FACTOR

IMP NAME
BIO AREA 1
DMA 1
5440 HARDSCAPE 1.0 5440 IMP
SIZING
FACTOR
MIN. IMP
SIZE
(SF)
PRO. IMP
SIZE
4410 LANDSCAPE 0.1 441 (SF)
TOTAL > 5881 0.04 235 245 STORM WATER CONTROL PLAN
CG102
DMA
NAME
DMA
AREA
(SF)
POSTPROJECT

SURFACE
TYPE
DMA
RUNOFF
FACTOR
DMA
AREA X
RUNOFF
FACTOR

IMP NAME
BIO AREA 2
DMA 2 10720 HARDSCAPE 1.0 10720
IMP
SIZING
FACTOR
MIN. IMP
SIZE
(SF)
PRO. IMP
SIZE
(SF)
TOTAL > 10720 0.04 429 450
DMA

NAME DMA TYPE
DMA
AREA
(SF)

POST- PROJECT

SURFACE TYPE
DMA 3 SELF-TREATING
AREA 4049 LANDSCAPE
TOTAL > 4049
DMA

NAME DMA TYPE
DMA
AREA
(SF)

POST- PROJECT

SURFACE TYPE
DMA 4 SELF-TREATING
AREA 4894 LANDSCAPE
TOTAL > 4894

PERMIT SET
NORTH
0 10 20 40
1" = 20'-0"
12 37 SHEETS
1015

ALAMO AVENUE CHERRY STREET
INT
PT

PE WM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
R R
R R
E
E
E
E
E WV
R WV
C SSCO
E
C
25 24
24 24 WD
D PT
S TW

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA

CONSTRUCTION

STAGING AREA,
SEE NOTE 1
BIO 1
BIO 2
CONSTRUCTION FENCING, TYP. KELSEY STREET
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
1" = 20'
CE101
1"x1"x24" STAKE
@ 3'-4' O.C.
3"
8"-10" DIA. FIBER ROLL MUST BE

PLACED BEHIND CURB AND

WHERE SHOWN ON THE PLAN
5" MIN. EXPOSED

FIBER ROLL INSTALLATION DETAILS
2 NOTES

1. FIBER ROLLS TO BE LAID
ALONG CONTOUR.

INLET PROTECTION DETAIL
1 PUBLIC RIGHT-OF-WAY
25' 8" MIN.

EXIST.

GROUND

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND PUBLIC RIGHT-OF-WAY

GEOTEXTILE

FILTER FABRIC
INSTALL 3
4" TO 1-1
2" DURABLE
CRUSHED ROCK OR EQUIV.

STABILIZED CONSTRUCTION ENTRANCE
3 TEMPORARY PUBLIC ROAD 12' MIN.

PLAN

SECTION EROSION CONTROL PLAN
NOTES:

1. CONTRACTOR TO DOCUMENT

CONDITION OF STAGING AREA
BEFORE USE.

POST-CONSTRUCTION, THE

CONTRACTOR MUST MEET THE

SAME CONDITIONS OF THE
STAGING AREA, OR BETTER.

PERMIT SET
NORTH
0 10 20 40
1" = 20'-0"

SECTION
TOP

FIBER ROLL,
TYP
GRATE

PROTECTED INLET

INSTALL DANDY CURB BAG

OR EQUAL
POLLUTION CONTROL NOTES:

1. FUTURE FINISH GRADING SHALL DIRECT ALL STORM WATER RUNOFF TO

THE STREETS OR INLETS AS SHOWN ON PLANS AND ULTIMATELY TO THE CITY-MAINTAINED STORM DRAIN SYSTEM. ALL STORM WATER FROM THIS SITE IS INTENDED TO BE DIRECTED TO THE CITY STORM DRAINS.

2. IF SIGNIFICANT SEDIMENT OR OTHER VISUAL SYMPTOMS OF IMPURITIES

ARE NOTICED IN THE STORM WATER, CONTACT THE CIVIL ENGINEER IMMEDIATELY.

3. CONTRACTOR IS RESPONSIBLE FOR INSPECTION AND RESTORATION OF ALL ASPECTS OF THIS PLAN. SEDIMENT ON SIDEWALKS AND GUTTERS SHALL BE

REMOVED BY SHOVEL OR BROOM AND PLACED IN REAR LOT OR OTHER STOCKPILES.

4. ALL DUMPSTERS OR OTHER TRASH STORAGE ENCLOSURES SHALL BE UTILIZED SOLELY FOR NON-HAZARDOUS MATERIALS.

5. ALL EMPLOYEES, CONTRACTORS, AND SUBCONTRACTORS ARE

RESPONSIBLE FOR CONFORMING TO THE ELEMENTS SHOWN ON THE PLANS OR RELATED DOCUMENTS. ANY CONTRACTOR PLANNING TO DO WORK

ON-SITE SHALL BE RESPONSIBLE FOR OBTAINING AND REVIEWING ALL

INFORMATION PRIOR TO START OF WORK AND EDUCATING ALL OF THEIR EMPLOYEES OR SUBCONTRACTORS AS TO THE CONTENTS OF THIS PLAN.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND

FILING ALL PLANS WITH RELATED AGENCIES ASSOCIATED WITH THEIR WORK. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, PERMITS FOR

STORAGE OF HAZARDOUS MATERIALS, BUSINESS PLANS, PERMITS FOR

STORAGE OF FLAMMABLE LIQUIDS, GRADING PERMITS, OR OTHER PLANS

OR PERMITS REQUIRED BY CONTRA COSTA COUNTY, CITY OF RICHMOND, OR OTHER AGENCIES. ALL PROPERTY OWNERS, CONTRACTORS, OR

SUBCONTRACTORS WORKING ON-SITE ARE INDIVIDUALLY RESPONSIBLE

FOR OBTAINING AND SUBMITTING ANY BUSINESS PLANS OR PERMITS REQUIRED BY CITY, STATE OR LOCAL AGENCIES.

7. CONTRACTOR TO MAINTAIN SECONDARY CONTAINMENT AS NECESSARY TO

PROHIBIT POLLUTION AND TOXIC MATERIALS FROM ENTERING STORM DRAIN.

8. AFTER COMPLETION OF THE CURB, GUTTER, AND PAVING, OR CONCRETE

V-DITCHES THE SILT FILTERS SHALL BE MODIFIED TO BURLAP SACKS FILLED WITH 3/4" DRAIN ROCK OR OTHER ACCEPTED BMP POSITIONED
SURROUNDING EACH CATCH BASIN.

EROSION CONTROL NOTES:

1. NO VEHICLES SHALL BE ALLOWED TO TRACK OR SPREAD SOIL FROM THE CONSTRUCTION AREAS ONTO EXISTING PAVED PUBLIC STREETS. ANY

VEHICLE OPERATING WITHIN THE PROJECT AREA AND OFF THE PAVED STREET SHALL CROSS A CONSTRUCTION ENTRANCE. THE ENTRANCE MAY BE MODIFIED BY THE CONTRACTOR TO FACILITATE HIS OPERATIONS.

2. THE EROSION AND SEDIMENT CONTROL MEASURES WILL BE OPERABLE DURING THE RAINY SEASON, OCTOBER 1ST TO APRIL 15TH. NO GRADING WILL OCCUR BETWEEN OCTOBER 1ST AND APRIL 1ST, UNLESS AUTHORIZED BY THE DIRECTOR OF PUBLIC WORKS.

3. CHANGES TO THE PLANS TO MEET FIELD CONDITIONS WILL BE MADE ONLY WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE CITY. CHANGES

MADE TO SUIT FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER AND THE CITY ENGINEER.

4. DURING THE RAINY SEASON, ALL PAVED AREAS WILL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE WILL BE MAINTAINED SO THAT A

MINIMUM OF SEDIMENT-LADEN RUNOFF ENTERS THE STORM DRAIN SYSTEM

AND SHALL REMAIN IN EFFECT UNTIL THE IMPROVEMENTS ARE ACCEPTED BY THE CITY, AND ALL SLOPES ARE STABILIZED FROM EROSION.

5. STRAW AND TACKIFIER WILL BE APPLIED BY OCTOBER 1ST TO ALL DISTURBED AREAS. ALL EXPOSED SLOPES ADJACENT TO PUBLIC RIGHTS OF WAY SHALL ALSO RECEIVE STRAW AND TACKIFIER. STRAW AND TACKIFIER

TO BE APPLIED PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE MINIMUM.

URBAN RUNOFF POLLUTION NOTES:

1. STABILIZE ALL DENUDED AREAS AND MAINTAIN EROSION CONTROL MEASURES CONTINUOUSLY BETWEEN OCTOBER 1ST AND APRIL 1ST.

2. REMOVE SPOILS PROMPTLY AND AVOID STOCKPILING OF FILL MATERIALS WHEN RAIN IS FORECAST. IF RAIN THREATENS, STOCK- PILED SOILS AND OTHER MATERIALS SHALL BE TARPED.

3. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS AND WASTES SO AS TO PREVENT THEIR ENTRY TO THE STORM DRAIN SYSTEM.

4. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON SITE SHALL BE

PERMITTED IN ANY MANNER THAT ALLOWS DELETERIOUS MATERIALS TO ENTER CATCH BASINS OR TO ENTER SITE RUNOFF.

5. IN THE EVENT GRADING OPERATIONS ARE SUSPENDED BY WEATHER

CONDITIONS AND IF THE STORM DRAIN SYSTEM IS INCOMPLETE, INSTALL

ADDITIONAL ROCK FILTERS AND OTHER FACILITIES AS DIRECTED BY CITY AND ENGINEER.

6. CONTRACTOR TO RELOCATE CONCRETE WASHDOWN, VEHICLE STORAGE

DELIVERY, AND NON HAZARDOUS WASTE AREAS AS NECESSARY TO FACILITATE THEIR OPERATION AND PROMOTE POLLUTION CONTROL.

BMP IMPLEMENTATION SCHEDULE:

1. ALL BMP'S TO BE INSTALLED PRIOR TO A QUALIFIED STORM EVENT.

2. PERIMETER CONTROL, EXISTING INLET PROTECTION, AND CONSTRUCTION

ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF
CONSTRUCTION.

3. ALL OTHER BMP'S SHALL BE INSTALLED AT COMPLETION OF CONSTRUCTION OF EACH INLET.
13 37 SHEETS
1016
RETAINING WALL DETAIL 3 VARIES, SEE GRADING SHEET
9"
NOTES:

1. SCARIFY AND RECOMPACT UPPER 12" SUBGRADE BELOW FOOTING TO 95% R.C.

2. PROVIDE EXPANSION JOINT WHERE ADJACENT TO CONC WALK.

TOP OF WALL (TW)
R=1/2"

CONCRETE SURFACE PER

LANDSCAPE DETAIL

ELASTOMERIC JOINT SEALER
1 2" MAXIMUM WIDTH
#4 X 6" LONG DOWEL @
18" O.C., EMBED 3" MIN.
3' 12"
#4 @ 18" O.C. MAX.

BOTH WAYS
3" CLEAR

BIORETENTION
AREA

SECTION A
1" x 1" x 0.125" ANGLED

ALUMINUM BAR
FASTEN WITH COUNTERSINK #14 X 1" STN.

STL. TANNER TAMPER-RESISTANT SHEET
METAL SCREWS TORX 6-LOBE WITH SOLID
POST, FLAT HEAD @ 12" O.C., TYP.

LASER-CUT

DIBOND PANELS
FRAME

GLUE BAR ONTO BACK OF DIBOND
SHEET WITH EPOXY, TYP.

LASERCUT PANEL FASTENER DETAIL 5
3' MIN. 1.5'
CONCRETE FOOTING.

FOUNDATION PER

CALTRANS STD PLAN

POLE BASE

PLAN VIEW
CONDUIT PULLBOX. SEE
DETAIL 3, THIS
SHEET

EXIT AND ENTRY

CONDUITS

LIGHTING DETAIL
7 FG
RECEPTACLE DETAIL 8 PULLBOX DETAIL 9

UTILITY BOX
(SEE NOTE 1 & 2)
3 4
" CRUSHED ROCK
FLOW 4" MIN 6" MIN. CLR

FINISHED
GRADE
4" RISER MIN

WYE FITTING
4" RISER MIN

BRASS OR PVC

WATERTIGHT PLUG

TAPPED CLEANOUT

FITTING
NOTES:

1. CLEANOUTS LOCATED UNDER WALKWAYS, ETC. SHALL BE RAISED TO GRADE

AND INSTALLED IN PRECAST CONC METER BOXES FLUSH FITTED TO PAVING W/ GALVANIZED STEEL CHECKERED PLATE TRAFFIC LIDS MARKED "SEWER", CHRISTY B16 OR EQUAL, AS DIRECTED BY THE CITY.

2. CLEANOUTS LOCATED IN LANDSCAPE AREAS SHALL BE RAISED 3" ABOVE

GRADE AND INSTALLED IN PRECAST CONC METER BOXES FLUSH FITTED TO

PAVING W/ GALVANIZED STEEL CHECKERED PLATE TRAFFIC LIDS MARKED "SEWER", CHRISTY B09 OR EQUAL, AS DIRECTED BY THE CITY.

STANDARD CLEANOUT DETAIL 1 POP-UP EMITTER DETAIL 2
12"
4" POP-UP DRAINAGE

EMITTER, NDS OR EQUAL
1 2
" LEACH HOLE

1.5" TO 3" COBBLE

PROTECTION
(12" ALL AROUND)

BIORETENTION SOIL

CLASS II PERMEABLE

FULLY EMBED

WEATHERPROOF FD BOX

INTO CONCRETE SLAB
CONDUIT OPENING, TYP.

INSTALL LEGRAND 4600 HEAVY CAST

ALUMINUM FLUSH ENCLOSURE PER

MANUFACTURER'S RECOMMENDATION
MOUNT 20 AMP, 125V

GFCI DUPLEX

RECEPTACLE
#5 REBAR @ 12" O.C.,
EACH WAY. PLACE

RECEPTACLE IN
CONDUIT BETWEEN REBAR. TYP.

WHERE COMPACTED TO 95% R.C.

INFILTRATION TRENCH DETAIL
4 18"
3 4
" DRAIN ROCK, TYP.
4" PERFORATED PIPE. INSTALL

WITH HOLES FACING DOWN
12" X 12" CATCH BASIN

FINISHED GRADE OR PAVEMENT

PER PLANS

BACKFILL COMPACTED
TO 90% R.C. EXCEPT UPPER 12"

BELOW PAVEMENT SUBGRADE
WHERE COMPACTED TO 95% R.C.

COVER
(SEE NOTE 3)

BEDDING
(SEE NOTE 3) 4" PIPE DIA. 12"
SCARIFY AND COMPACT 12"
OF SUBGRADE TO 90% R.C.

SEE NOTE 8
6" WIDE METALLIC BURIAL TAPE
MARKED WITH UTILITY TYPE (I.E.

SANITARY SEWER, STORM DRAIN,
GAS, ELECT., ETC.) PLACED 12" TO
18" ABOVE PIPE. TAPE TO BE

DETECTABLE WITH UTILITY

DETECTION EQUIPMENT AT GROUND

SURFACE
NOTES:

1. UTILITY TRENCH CONSTRUCTION SHALL

CONFORM TO THE RECOMMENDATIONS OF
THE GEOTECHNICAL REPORT.

2. EXCAVATE FOR BELLS OR HUBS SO FULL
LOAD IS CARRIED BY PIPE BARRELS.

3. BEDDING AND COVER: SAND OR FINE
GRAVEL WITH LESS THAN 10% FINES.

4. BEDDING SHALL BE PLACED IN A MANNER

SUCH AS SLICING, SHOVEL-SPADING, OR

SHOVEL RODDING TO ENSURE COMPLETE
FILLING OF THE "HAUNCH AREAS" BELOW
THE PIPE. JETTING IS NOT PERMITTED

5. SUBGRADE TO BE FREE OF PROTRUDING
OBJECTS.

6. BACKFILL MAY BE NATIVE SOIL THAT MEETS

THE CRITERIA FOR FILL AS DESCRIBED IN
THE GEOTECHNICAL REPORT.

7. WHERE LESS THAN 18" BETWEEN BOTTOM
OF PAVING SECTION (I.E. BOTTOM OF A.B.)

AND TOP OF COVER, BACKFILL TO BE

CONTROLLED DENSITY FILL (CDF)

8. TRENCH SUBGRADE SHALL BE PREPARED IN

ACCORDANCE WITH THE GEOTECHNICAL
REPORT.

PIPE SIZE AND TYPE
PER PLANS AND SPECS.

D/2
(4" MIN.)

PIPE TRENCH DETAIL
6 INFILTRATION TRENCH DETAIL
4 18"
3 4
" DRAIN ROCK, TYP.
4" PERFORATED PIPE. INSTALL

WITH HOLES FACING DOWN
12" X 12" CATCH BASIN

FINISHED GRADE OR PAVEMENT

PER PLANS

BACKFILL COMPACTED
TO 90% R.C. EXCEPT UPPER 12"

BELOW PAVEMENT SUBGRADE
WHERE COMPACTED TO 95% R.C.

COVER
(SEE NOTE 3)

BEDDING
(SEE NOTE 3) 4" PIPE DIA. 12"
SCARIFY AND COMPACT 12"
OF SUBGRADE TO 90% R.C.

SEE NOTE 8
6" WIDE METALLIC BURIAL TAPE
MARKED WITH UTILITY TYPE (I.E.

SANITARY SEWER, STORM DRAIN,
GAS, ELECT., ETC.) PLACED 12" TO
18" ABOVE PIPE. TAPE TO BE

DETECTABLE WITH UTILITY

DETECTION EQUIPMENT AT GROUND

SURFACE
NOTES:

1. UTILITY TRENCH CONSTRUCTION SHALL

CONFORM TO THE RECOMMENDATIONS OF
THE GEOTECHNICAL REPORT.

2. EXCAVATE FOR BELLS OR HUBS SO FULL
LOAD IS CARRIED BY PIPE BARRELS.

3. BEDDING AND COVER: SAND OR FINE
GRAVEL WITH LESS THAN 10% FINES.

4. BEDDING SHALL BE PLACED IN A MANNER

SUCH AS SLICING, SHOVEL-SPADING, OR

SHOVEL RODDING TO ENSURE COMPLETE
FILLING OF THE "HAUNCH AREAS" BELOW
THE PIPE. JETTING IS NOT PERMITTED

5. SUBGRADE TO BE FREE OF PROTRUDING
OBJECTS.

6. BACKFILL MAY BE NATIVE SOIL THAT MEETS

THE CRITERIA FOR FILL AS DESCRIBED IN
THE GEOTECHNICAL REPORT.

7. WHERE LESS THAN 18" BETWEEN BOTTOM
OF PAVING SECTION (I.E. BOTTOM OF A.B.)

AND TOP OF COVER, BACKFILL TO BE

CONTROLLED DENSITY FILL (CDF)

8. TRENCH SUBGRADE SHALL BE PREPARED IN

ACCORDANCE WITH THE GEOTECHNICAL
REPORT.

PIPE SIZE AND TYPE
PER PLANS AND SPECS.

D/2
(4" MIN.)

PIPE TRENCH DETAIL
6 LASER CUT

DIBOND PANELS
COUNTERSINK #14 X 1" STN. STL. TANNER

TAMPER-RESISTANT SHEET METAL SCREWS TORX
6-LOBE WITH SOLID POST, FLAT HEAD @ 12" O.C., TYP.
6' 5.5'3.5' 3.5' 6'
8' 7.37' 7.37' 8' 12"
24"
A
-
1" x 1" x 0.125" ANGLED
ALUMINUM BAR All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
CG501 DETAIL SHEET
As Shown
14 37 SHEETS
NOTE:

1. DETAIL IS FOR CONTRACTOR
REFERENCE ONLY. CONTRACTOR

SHALL INSTALL THE FOOTINGS,
SUPPORT POSTS, AND FRAME. ARTIST

SHALL INSTALL ART PANELS
1017
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/8/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS
CG502 DETAIL SHEET
As Shown
WATER METER (EBMUD) 1 WATER VALVE (EBMUD) 2
BACKFLOW PREVENTER (EBMUD) 6 TRENCH DETAIL (CITY OF RICHMOND) 5 SIDEWALK UNDERDRAIN (CITY OF RICHMOND) 4

SEWER LATERAL CONNECTION
3 15 37 SHEETS
1018
Richmond Contra Costa County California
Public Works
PROJECT TITLE: DRAWING TITLE:

SCALE: AS SHOWN
DATE: 2/2/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS 16 37 SHEETS
1019
2 3 D
ABD 1 Richmond Contra Costa County California Public Works PROJECT TITLE: DRAWING TITLE:

SCALE: AS SHOWN
DATE: 2/2/2024
REVISIONS:

DRAWING NO:

SHEET OF SHIELDS REID PARK IMPROVEMENTS 3 2 17 37 SHEETS 1020

LANDSCAPE

CONSTRUCTION AND
MATERIALS LEGEND LC001 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S PLAY & FITNESS EQUIPMENT ( ) LETTER REFERENCE DESCRIPTION ZC101 PLAY EQUIPMENT AGES 5-12: DESIGN #1173347-02-03 FITNESS EQUIPMENT A: - FAZ50101 CUSTOM VARIANT - FAZ50101 CUSTOM VARIANT - FAZ51100 CUSTOM VARIANT - FAZ52100 CUSTOM VARIANT - FAZ52100 CUSTOM VARIANT - FAZ60300 CUSTOM VARIANT - FAZ60100 CHEST PRESS CUSTOM VARIANT - FAZ60200 PULL DOWN CUSTOM VARIANT - FSW10401-0901 COMBI 4 PRO - ORANGE IN-GROUND 90CM FITNESS EQUIPMENT B: - FAZ10800-0901 MAGNETIC BELLS COMPACT COLOR: ORANGE RAL 2010 IN-GROUND. - FSW21001-0901 TRIPPLE PARALLEL BARS, HIGH COLOR: ORANGE, IN-GROUND. ZC101 LANDSCAPE STRUCTURES, ZIPKROOZ 3833 ZC101 COLUMBIA CASCADE, TIMBERCRAFT 1501 FULL-ROUND STEPPERS A
B
C
D
E PUBLIC ART ( ) NUMBER DESCRIPTION CONTRACTOR SCOPE OF WORK MOSAIC NONE MURAL NONE VERTICAL SCULPTURE CONSTRUCTION OF FOOTINGS AND PLACEMENT OF SCULPTURE BASE PROVIDED BY ARTIST AS SHOWN IN DRAWINGS IN APPENDIX F. SUPPORT EMBEDDING SCULPTURAL PLATE IN CONCRETE PAVING WITH DECORATIVE FINISH AND PROTECT IN PLACE DURING FINISH WORK. STAGE ART NOTIFY ARTIST WHEN STAGE CONSTRUCTION HAS BEEN COMPLETED FOR ARTIST TO INSTALL TO FINISHED STRUCTURE AS SHOWN IN CONCEPT DRAWINGS IN APPENDIX H. PITCHING SCULPTURE SET CONSTRUCTION OF FOOTINGS AND PLACEMENT OF SCULPTURE BASE PROVIDED BY ARTIST AS SHOWN IN DRAWINGS IN APPENDIX G. MUSICIAN SCULPTURE SET CONSTRUCTION OF FOOTINGS AND PLACEMENT OF SCULPTURE BASE PROVIDED BY ARTIST AS SHOWN IN DRAWINGS IN APPENDIX G. 1 2
3 45A5B NOTE: ART PIECES 3, 5A, AND 5B TO INCLUDE A SIGN INDICATING THAT THE PUBLIC SHALL NOT CLIMB ON STRUCTURES. 18 MATERIALS LEGEND DETAIL REFERENCE QUANTITY SYMBOL TYPE MANUFACTURER / SUPPLIER MODEL NOTES SITE FURNISHINGS 2/LC503
2 BIKE RACK MADRAX WINGRA BIKE RACK 2 BIKE CAPACITY WBR-2-IG(SF), COLOR: POWDERCOATED BLACK, MOUNTING: DIRECT BURY INSTALL PER MANUFACTURER'S INSTRUCTIONS. 8/LC502
9 LOG SEATING TIMBERCRAFT 2216 FULL-ROUND LOG SEAT, IN-GROUND MOUNT. 6/LC502 1 TRASH RECEPTACLE LANDSCAPEFORMS GRETCHEN LITTER BIN, SIDE OPENING, REDWOOD SIDING, SUFACE MOUNT. COLOR: POWDERCOAT BLACK INSTALL PER MANUFACTURER'S INSTRUCTIONS. 9/LC502
6 PICNIC TABLE, TYP. STREETLIFE 92” SOLID PICNIC SET, INCLUDING 1 ADA ACCESSIBLE. FSC HARDWOOD TOP WITH CORTEN STEEL BASES, SURFACE MOUNT. 1/LC503 2 INTERPRETIVE SIGN FOSSIL INDUSTRIES CHLP INTERPRETIVE SIGNAGE E12-06-T4, IN-GROUND MOUNT. FRAME COLOR: BLACK SYMBOL TEXT UNDERLINE INDICATES BOTTOM OF SIGN GRAPHIC 1/LC504 1 PUMP TRACK ACCESSIBILITY AND ETIQUETTE SIGN FOSSIL INDUSTRIES PRODUCT: NPSG, PANEL SIZE: 24"X36" THICKNESS:1/2", FRAME COLOR: RAL 2010 SYMBOL TEXT UNDERLINE INDICATES BOTTOM OF SIGN GRAPHIC 6/LC503 1 DRINKING FOUNTAIN MOST DEPENDABLE FOUNTAINS 10145SM, SURFACE MOUNT. 3/LC503 1 BIKE REPAIR STATION MOST DEPENDABLE FOUNTAINS 185 SM BIKE REPAIR STATION, SURFACE MOUNT. 1/ZA101 1 SEE CALLOUT ON PLAN RESTROOM EXELOO JUPITER TWIN, FUTUREWOOD BATTENS INSTALL PER MANUFACTURER'S INSTRUCTIONS. 19 PEDESTRIAN LIGHTING SEE ELECTRICALPLANS 1/LC502 SEE PLANS STABILIZED DECOMPOSED GRANITE GRANITECRETE COLOR: NATURAL GOLD1/LC501 SEE PLANS PEDESTRIAN CONCRETE PAVING COLOR: NATURAL 2/LC501 SEE PLANS VEHICULAR CONCRETE PAVING COLOR: NATURAL 5/LC501 SEE PLANS ASPHALT PAVING AT PUMP TRACK ENTRY RAMP 4/LC502 SEE PLANS SYNTHETIC SAFETY SURFACING TOT TURF CONTACT: KEVIN COX PHONE: 9408) 390-0671 EMAIL: [email protected] TOT TURF SUPREME COLOR: DARK ORANGE O.R. TO APPROVE PHYSICAL SAMPLES OF COLOR PRIOR TO INSTALLATION.4/LC502 SEE PLANS SYNTHETIC SAFETY SURFACING TOT TURF CONTACT: KEVIN COX PHONE: 9408) 390-0671 EMAIL: [email protected] TOT TURF SUPREME COLOR: LIGHT ORANGE O.R. TO APPROVE PHYSICAL SAMPLES OF COLOR PRIOR TO INSTALLATION. SEE PLANS CONCRETE PAVING WITH DECORATIVE FINISH TOP-CAST CONCRETE SHALL BE FINISHED WITH TOP-CAST DECORATIVE FINISH SYSTEM NO. 05 (SANDBLAST FINISH) INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2/LC502 2908 SF ENGINEERED WOOD FIBER NATURE PLAY AREA WITHIN FALL ZONES 1/LC301 104 SF ROCK MULCH AMERICAN SOIL & STONE GOLD PATHWAY ROCK 3/8 INCH 5/LC502 463 LF 4 FOOT STEEL FENCE HOT DIPPED GALVANIZED STEEL FINISH 8/LC503 32 LF GUARDRAIL BLACK POWDERCOAT 118 LF REPLACE CHAIN LINK MESH EXISTING FENCE IS 12' TALL 4/LC503 4 TERRACED SEATING STREETLIFE CONTACT: OLIVIA KAUFMAN EMAIL: [email protected] TERRACE MODELS: SOL-TER-H2-900-100-76-PC-CU, SOL-TER-H2-1200-100-76-PC-CU, SOL-TER-H2-1200-150-76-PC-CU, SOL-TER-H2-900-150-76-PC-CU, ARMREST: ARM-T-S-ST 7/LC503 2 ISLE SEATING STREETLIFE CONTACT: OLIVIA KAUFMAN EMAIL: [email protected] 2 SEAT ISLE: TI-488-335-45-PC-LO-IGM-2 SEATS 1 SEAT ISLE: TI-386-185-45-PC-LO-IGM-1 SEAT 5/LC503 15 REMOVABLE BOLLARD DUMOR 400-36/S-1SL O.R. TO APPROVE ON SITE SAMPLE OF LOCK, NOT INCLUDED. INT PT 1021 PE
WMSS
WV

SSCO SDCO SSCO
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LANDSCAPE

CONSTRUCTION AND
MATERIALS PLAN LC101 19 NORTH
0 10 20 40 1" = 20'-0" All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date

J E S S E J O N E S ALAMO AVENUE

CHERRY STREET

CONSTRUCTION
SECTIONS LC301 20 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S BIORETENTION AREA SECTION 1 SCALE: 1/2" = 1'-0" 1 1023
THICKENED EDGE AND EXPANSION JOINT AT CURBS AND WALLS. 5" 4" CONCRETE PAVING CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION 4" 6"
3" NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. 3. PAVING SHALL BE REINFORCED WITH STEEL BAR OR WIRE REINFORCEMENT LC501 4 JOINTS THICKENED EDGE AND EXPANSION JOINT AT CURBS AND WALLS. 5" 5" 4" CONCRETE PAVING CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION1'-0" 3" NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. LC501 4 JOINTS THICKENED EDGE AND EXPANSION JOINT AT CURBS AND WALLS 5" 4" CONCRETE PAVING CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION 1'-0" 1'-6"
3" EDGE OF SLAB EXTEND SELECT FILL 3' LATERALLY BEYOND NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT PRIOR TO PLACEMENT OF THE AB. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT. 3. PAVING SHALL BE REINFORCED WITH STEEL BAR OR WIRE REINFORCEMENT 3. PAVING SHALL BE REINFORCED WITH #5 REBAR @ 12" O.C., BOTH WAYS LC501 4 JOINTS 9" 9" EXPANSION JOINT MATERIAL SECTION: EXPANSION JOINT #4 SMOOTH DOWEL @ 18" O.C. WRAP ONE END WITH 15# FELT CONTINUOUS THROUGH JOINT. MIN. 2" CONC. TO COVER DOWEL 1/4" MAX 1/8" R SEALANT AT PAVING CONDITION BACKER ROD EXPANSION MATERIAL WALL 1/8" R 1/4" MAX BACKER ROD EXPANSION MATERIAL SECTION ENLARGEMENT: PAVING AT WALL SECTION ENLARGEMENT: PAVING - EXPANSION JOINT NOTES: 1. EXPANSION JOINT SPACING TO BE 30' O.C. OR AS SHOWN ON PLANS, WHICHEVER IS GREATER. 2. SEALANT COLOR TO MATCH ADJACENT CONCRETE COLOR 3. PLACE EXPANSION JOINTS ADJACENT TO ALL WALLS OR VERTICAL ELEMENTS SEALANT AT PAVING CONDITION 3/16"
3/8"
3/16"
3/8" 3/8" MAX 1/4" R
3/4" 3/8" MAX 3/8" R
1" PEDESTRIAN VEHICULAR NOTES: 1. TOOLED JOINT MARK TO BE USED IN ALL AREAS OF NEW CONCRETE 2. SCORE JOINT SPACING TO BE 4' O.C. AT 4' PATHWAYS AND 5' O.C. AT 5' PATHWAYS WHERE SPACE PERMITS, IN OTHER AREAS SPACE EQUALLY. SQUARE FOOTAGE BETWEEN SCORE JOINTS NOT TO EXCEED 25 SF. 3. ALIGN SCORE JOINTS WITH OBVIOUS PAVING EDGES, AND PERPENDICULAR TO EDGE OF CURVED WALKWAYS UNLESS SHOWN OTHERWISE. SECTION: SCORE JOINT SAWCUT CONTRACTION JOINT ISOLATION JOINT PREVIOUSLY CONSTRUCTED FIXED ELEMENT 1 2" ASPHALT EXPANSION JOINT, RECESS 1
4" FINISH SURFACE
316" WIDE X 1
3 DEPTH OF SLAB SAWCUT JOINT
6" MIN. 1.5% ASPHALT PAVING CLASS 2 AGGREGATE BASE COMPACT TO 95% - SEE SPECS SUBGRADE FG FS 3" FLUSH TO FG NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT PRIOR TO PLACEMENT OF THE AB. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR STREET IMPROVEMENT TYPICAL CROSS SECTION.

CONSTRUCTION
DETAILS LC501 21 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

1.5% FG SLIGHTLY BELOW STABILIZED DECOMPOSED GRANITE
3" NOTES: 1. SEE LANDSCAPE CONSTRUCTION AND MATERIALS LEGEND, SHEET LC001 FOR TYPE AND COLOR OF STABILIZED DECOMPOSED GRANITE. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. 9" MIN. COLOR CHANGE 6" 2"
1/4" MINIMUM DEPTH AS REQUIRED TO MEET FALL HEIGHT REQUIREMENTS AND REQUIRED SUB DRAINAGE. COORDINATE WITH PLAY EQUIPMENT MANUFACTURER CLASS 2 PERMEABLE AGGREGATE SUBBASE COMPACTED TO 90%. SLOPE 2% MAX EQUIPMENT COLUMN (FOOTING PER PLAY EQUIPMENT MANUFACTURER'S SPECIFICATIONS) AT COLOR CHANGE, STEP JOINT: 1 2 OF SLAB THICKNESS IN DEPTH 9" MIN. IN WIDTH COMPACTED SUBGRADE NOTES: 1. POURED-IN-PLACE SYNTHETIC SAFETY SURFACING, GRADE FLUSH WITH CONCRETE EDGE, MEET ASTM F1292 FOR THE HIGHEST ACCESSIBLE HEIGHT OF PLAY EQUIPMENT 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. 1 2" POURED-IN-PLACE TOP SURFACE POURED-IN-PLACE BASEMAT. MINIMUM DEPTH AS REQUIRED FLUSH CONCRETE MOWBAND ORCONCRETE PAVING (SEE PLANS) 1% MIN SLOPE TOWARDS PLANTING 8" LC502
4 SYNTHETIC SAFETY SURFACING
6" 6" MIN CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION 3" FLUSH NOTES: 1. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. 6"
1'-0" AT FALL
ZONE, TYP. ENGINEERED WOOD FIBER COMPACTED SUBGRADE TO 95% 8"
3"
3:1 LC502 3 FLUSH CONCRETE CURB FLUSH NOTES: 1. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. 8' O.C. 4" 6" 2 1
2" SQ GALV 11 GA POST WITH PRESSED STEEL CAP 8'0" OC 1-1/2" SQ. GALV 14 GA HORIZONTAL RAILS 3/4" SQ. GALV 16 GA PICKETS W ITH CAPS AT 4 3 4" OC
6" 2% SLOPE ON ALL SIDES2'-8" 3" 3"-4" CLR
4'-0" 18" MIN CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION 1'-4" FINISH GRADE OF SURFACING (SEE PLAN) FILL COMPACTED TO 85% OF MAX DRY DENSITY. SEE SPECS UNDISTURBED SUBGRADE WEATHERED AND/OR MOSS-LICHEN EDGE TO FACE UP 6" 2/3 1/3 SECTION VIEW MULCH NOTES: 1. ALL BOULDERS FREE OF SHARP CORNERS, OPEN CRACKS, OR HOLES. ENGINEER TO PRE-APPROVE SIZE AND OVERALL SPECIFICATIONS AT THE QUARRY. CONTRACTOR TO SET BOULDERS IN PLACE. 2. LANDSCAPE ARCHITECT TO SELECT ALL BOULDERS AT THE QUARRY 3. CONTRACTOR TO MOCK-UP PLACEMENT IN FIELD FOR LANDSCAPE ARCHITECT TO REVIEW AND APPROVE 4. BOULDERS TO HAVE THE FOLLOWING DIMENSIONS AND QUANTITY: SONOMA FIELDSTONE TOTAL TONS (34) · (7) SMALL: 1.5-2.5' DIAMETER, 18" HEIGHT · (4) LARGE: 3-4' DIAMETER, 3' HEIGHT· (6) BLOCK-STYLE
916" DIA. HOLES PROVIDED, (3) TANNER DIA. 3/8" X 3-3/4" STAINLESS STEEL TAMPER-RESISTANT SLEEVE ANCHOR NOTE: SEE LC001 LANDSCAPE MATERIALS AND CONSTRUCTION LEGEND FOR COLOR AND PRODUCT INFORMATION 2'-6" 10"
2" MIN

EMBED FINISHED GRADE
8"
(TYPICAL) FINISHED GRADE BOTTOM OF LOG 20"~24" DIAMETER3" 6" 2'-6" 2'-6" VARIES
1 2" DIAMETER 15" STEEL SPIKE CLASS 2 PERMEABLE AB COMPACTED TO 90%NOTE: SEE LC001 LANDSCAPE MATERIALS AND CONSTRUCTION LEGEND FOR COLOR AND PRODUCT INFORMATION 1/2" DIAMETER 15" STEEL SPIKE, TYP NOTES: 1. CONCRETE FOOTING AND NO.4 REBAR PER LOCAL SOIL CONDITIONS. 2. SEE LC001 LANDSCAPE MATERIALS AND CONSTRUCTION LEGEND FOR COLOR AND PRODUCT INFORMATION ATTACHMENT HOLES, ANCHORING HARDWARE PER MANUFACTURERS RECOMMENDATION, TYP. 9'-10" 2'-7"
1'-6" 7'-7" 3'-1" 3"
3" 1'-3" 3" 1'-6" 10
1 8" ,TYP. 2'-4" 9" 10
1 4 10 " 1
4 "TABLE BENCH TABLE BENCH All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date

J E S S E J O N E S

CONSTRUCTION
DETAILS LC502 22 STABILIZED DECOMPOSED GRANITE SCALE: 1" = 1'-0" 1 SYNTHETIC SAFETY SURFACING SCALE: 1" = 1'-0"
4 FLUSH CONCRETE CURB SCALE: 1 1/2" = 1'-0"
3 ENGINEERED WOOD FIBER SCALE: 1 1/2" = 1'-0"2 4 FOOT STEEL FENCE SCALE: 1/2" = 1'-0" 5 BOULDER SCALE: 1" = 1'-0"
7 TRASH RECEPTACLE SCALE: 1" = 1'-0"
6 LOG SEATING SCALE: 3/4" = 1'-0"
8 PICNIC TABLE SCALE: 1/2" = 1'-0"9 1025
BIKE RACK 12" 1 1/2" PIPE BIKE RACK OPTIONAL TEMPLATE BOLT IS CENTERED UNDER BIKE RACK FRONT VIEW REMOVABLE SS CAP HANGING TOOLS 3" TOOL RACK BRAIDED STAINLESS STEEL CABLE
61"
6"
18" 8" 2" SS PIPE PROTECTIVE COATING AIR PUMP ON OPPOSITE SIDE SIDE VIEW 6" PIPE 1/2" SS HANDLE LC501 1 PEDESTRIAN CONCRETE PAVING ANCHOR TO SLAB USING 4" X 1/2" QUICK BOLTS, TYP. 2'-10" 3"
3'-6" 4'-11 1/2" OC ELEVATION VIEW NOTES 1. INSTALL PER FABRICATOR'S RECOMMENDATIONS. 2. RAILING VERTICAL MAIN BARS AND POSTS SHALL BE PLUMB. 3. RAILING TO BE SANDBLASTED AND POWDER COATED BLACK 4. FABRICATOR TO DESIGN TO ASSEMBLE ON-SITE WITH TAMPER RESISTANT HARDWARE, NO ON-SITE WELDING REQUIRED. 5. 3 4" X 3
8" HR FLAT BAR PERIMETER FRAMES FOR SHEET METAL PANELS. 6. 1 1 2" X 3
8" HR FLAT BAR SIDE RAILS, SECURITY BOLTED TO POSTS. 7. ALL METAL PIECES TO BE SMOOTH WITH NO BURRS. 8. SUBMIT SHOP DRAWINGS FOR APPROVAL 9. VERIFY LOADING REQUIREMENTS FOR GUARDRAIL, SEE SPECS 10. SEE SPECS FOR MORE INFORMATION 1 1 2" X 3
8" HR FLAT BAR TOP RAIL, PREDRILLED TO ACCEPT METAL RAIL CAP 3" SECURITY BOLT TO POST, TYP. 4'-6" X 2'-10" LAZER CUT STEEL INFILL PANEL (5 PANELS FOR 25' LENGTH GUARDRAIL)2" SQ. 0.12 WALL TUBULAR STEEL POSTS, TYP. (FABRICATOR TO PROVIDE, NO FIELD WELDING) CIRCULAR DIAMETER GAP BETWEEN STEEL SHAPES SHALL NOT EXCEED 4" STEEL INFILL PANEL 4'-6" 1'-0" SEE CIVIL SHEET CG501 FOR RETAINING WALL INFO 7" 10" 10" SECTION VIEW LC501 1 PEDESTRIAN CONCRETE PAVING, SEE PLANS FOR WIDTH 4" NOTE: 1. SEE LC001 LANDSCAPE MATERIALS AND CONSTRUCTION LEGEND FOR PRODUCT INFORMATION TERRACE SEATING IMAGE FOR REFERENCE ONLY. MANUFACTURER TO PROVIDE PROJECT-SPECIFIC DETAIL. REINFORCED CONCRETE ANCHOR ROD, PER MANUFACTURERS SPECIFICATIONS GRADE HOLES FOR ANCHOR ROD FINISH GRADE 2'-8" NOTE: 1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. SEE LEGEND FOR PRODUCET INFORMATION AND COLOR. SEE MANUFACTURER'S SPECIFICATIONS. 3. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. IN GROUND MOUNT (IG) 1'-0" LC501 1 PEDESTRIAN CONCRETE PAVING
18" 12" DIA.
10"
MINSECTION VIEW WITHOUT SEATING SECTION VIEW WITH SEATING PEDESTRIAN OR VEHICULAR CONCRETE PAVING (SEE PLANS), TYP. LC501 4 EXPANSION JOINT, TYP. FG ISLE SEATING ISLE SEATING NOTE: 1. SEE LC001 LANDSCAPE MATERIALS AND CONSTRUCTION LEGEND FOR PRODUCT INFORMATION FG IMAGE FOR REFERENCE ONLY. MANUFACTURER TO PROVIDE PROJECT-SPECIFIC DETAIL. IMPORTED SOIL IMPORTED SOIL 9/16" THRU FOR REBAR, TYP. 3" 2'-9" ELEVATION VIEW SECTION VIEW 2'-0"
1'-9" 8" 8" CONCRETE FOOTING, SLOPE TO DRAIN, TYP. MULCH, TYP. CLASS 2 AGGREGATE BASE TO 95%, TYP. INTERPRETIVE PANEL 24" H X 36" W, 1/2" THICK, ATTACH TO FRAME WITH 1/4" TAMPERPROOF HARDWARE NOTE: 1. INTERPRETIVE PANEL GRAPHICS TO BE PROVIDED BY LANDSCAPE ARCHITECT 2. SEE LEGEND ON LC101 FOR MORE INFO 3'-0"
3'-0"
3'-6"
3'-0"
3'-6" 4" SCH 40 STL PIPE ( 4 1/2" O.D. ) WELDED CAP 1/4" X 2" TAB FOR LOCKING DEVICE W/ 5/8" DIA HOLE ( LOCK BY OTHER ) 1/4" THK STL PLATE 5" OD X 3/16" W. STL TUBE FOR SLEEVE 1'-6" SQ. 1'-6" SQ. 5" OD X 3/16" W. STL TUBE FOR SLEEVE 1/2" X 3" S.STL. BTN. SKT. HD. CAP SCREW W/ WASHER AND COTTER PIN (2) 1/4" THK. X 4 1/2" OD RUBBER WASHERS DETAIL OF BOLLARD WITH SLEEVE DETAIL OF CAP WITH SLEEVE NOTES: 1. STF. MEMBERS COATED W/ZINC RICH EPOXY THEN FINISHED W/POLYESTER POWDER COATING. 2. LOCKING DEVICE PROVIDED BY CITY NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 18" 5" 35"
27" 5" 5"
47" SEWER LINE, SEE CIVIL PLANS ACCESS DOOR FILTER 10" PIPE REMOVABLE SS CAP ANCHOR TO SLAB USING 4" x 1/2" QUICK BOLTS, TYP. 34" 15" LC501 1 PEDESTRIAN CONCRETE PAVING FRONT VIEW TOP VIEW BOLT CENTERED UNDER ADA ARM NOTE: ANCHORED INSIDE OF PEDESTAL 46 3/4" WATER C/L OF WASTE 10" STAINLESS STEEL CARRIER WATER LINE, SEE CIVIL PLANS

CONSTRUCTION
DETAILS LC503 23 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S BIKE REPAIR STATION SCALE: 1" = 1'-0" 3 GUARDRAIL SCALE: 1/2" = 1'-0"
8 TERRACED SEATING SCALE: 1/2" = 1'-0"
4 BIKE RACK SCALE: 1" = 1'-0"
2 ISLE SEATING SCALE: 1" = 1'-0"
7 INTERPRETIVE SIGN SCALE: 1" = 1'-0"
1 REMOVABLE BOLLARD SCALE: 1/2" = 1'-0"
5 DRINKING FOUNTAIN SCALE: NTS
6 1026
NOTES: 1. SIGN TO BE MANUFACTURED BY: FOSSIL INDUSTRIES 1.1. PRODUCT: NPSG 1.2. PANEL THICKNESS: 1/2" 1.3. PANEL SIZE: 24"X 48" 2. LANDSCAPE ARCHITECT TO PROVIDE ARTWORK FOR SIGN TO MANUFACTURER. 3. SEE MANUFACTURERS SPECIFICATIONS FOR MOUNTING HARDWARE AND ASSEMBLY. 4. INSTALL PER MANUFACTURER DIRECTION. ELEVATION VIEW 3"X3" STEEL POST POWDERCOATED, RAL: #2010 CONCRETE FOOTING, SLOPE TO DRAIN MULCH CHPL PANEL CLASS 2 AGGREGATE BASE TO 95% 6' 2'-0" 2'-0"
2' 8" SECTION VIEW
8"

CONSTRUCTION
DETAILS LC504 24 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S PUMP TRACK ACCESSIBILITY AND ETIQUETTE SIGN SCALE: 1" - 1'-0" 1 1027

IRRIGATION NOTES AND LEGEND
LI001
25 All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PERMIT SET
Richmond Contra Costa County California 2040 BANCROFT WAY #400 BERKELEY, CA 94704 PHONE: (510) 848-3815 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/9/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS-REID PARK IMPROVEMENTS
37 PLEASANTON, CALIFORNIA 94566

IRRIGATION CONSULTANTS
480 ST. JOHN STREET, SUITE 220
E-MAIL [email protected]
TEL 925.855.0417

IRRIGATION LEGEND

SYMBOL MODEL NUMBER DESCRIPTION
45 2.12 37' 34'
LATERAL LINE: 1120-SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER.

TORO DRIP ZONE VALVE KIT - INCL. REMOTE CONTROL VALVE, WYE FILTER WITH 150 MESH SCREEN, AND PRESET PRESSURE REGULATOR / NDS SCH 80 PVC BALL VALVE
SUB-SURFACE DRIPLINE: TORO DL2000 RGP-212-10 DRIPLINE WITH ROOT GUARD. USE ONLY DL2000 DRIPLINE INSERT BARB FITTINGS. 2" COVER. (12" EMITTER SPACING; .53 GPH PER EMITTER) 1" 15
C-1
30 1.6

NOT SHOWN
40 9 GPH - -
40 4 GPH - -
PSI
MAX.

RADIUS
MAX.

SPACING

FLOW RATE
(GPM)
LI502/15
LI502/14
LI502/13
LI502/21
LI501/6
LI501/7
LI501/12
DETAIL #
LI501/11
LI501/5
LI501/4
LI501/1-2
LI501/9
LI501/9
LI501/9
LI502/17-19
SUB-SURFACE DRIPLINE: TORO DL2000 RGP-412-10 DRIPLINE WITH ROOT GUARD. USE ONLY DL2000 DRIPLINE INSERT BARB FITTINGS. 6" COVER. (12" EMITTER SPACING; 1.0 GPH PER EMITTER) LI502/17-19
LI501/3
LI502/20
LI502/22
T5PCK2.0-RS FC, PC, PC
DB-04-PC
DB-09-PC
EBV-0500-S
T-YD-500-34
570-DRIP-IND
700-OMR-100 SERIES/LT-T SERIES
700DK-MF / LT-1000-T
100-2SLLVC/075-MHS
T-113-LF
2160-K
975XL2-2" / GS-1
TORO POP-UP T5 ROTOR

TORO PRESSURE COMPENSATING DRIP BUBBLER

INSTALL ONE BUBBLER PER SHRUB

TORO PRESSURE COMPENSATING DRIP BUBBLER

INSTALL TWO BUBBLERS PER TREE
NDS 1/2" BALL VALVE FOR FLUSHING
TORO DL2000 AIR VENT

TORO POP-UP SPRAY OPERATION INDICATOR

IRRITROL REMOTE CONTROL VALVE WITH PRESSURE REGULATION / NDS PVC BALL VALVE TORO QUICK COUPLING VALVE WITH 3/4" HOSE SWIVEL

NIBCO LEAD FREE GATE VALVE (LINE SIZE)
GRISWOLD 1 1/2" MASTER CONTROL VALVE (NORMALLY OPEN)

WILKINS LEAD-FREE REDUCED PRESSURE BACKFLOW PREVENTER IN GUARDSHACK ENCLOSURE

CONTROLLER AND STATION NUMBER

APPLICATION RATE (INCHES)

OPERATING PRESSURE (PSI)

APPROXIMATE GALLONS PER MINUTE

REMOTE CONTROL VALVE SIZE
SLEEVE (SL): 1120-CLASS 200 PVC PLASTIC PIPE. 24" COVER.

T5PCK5.0-RS FC, PC TORO POP-UP T5 ROTOR 45 5.1 43' 40' LI502/15 C

IRRIGATION NOTES

1. THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION WITH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID.

2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS.

CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THEIR WORK.

3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

4. PARALLEL PIPES MAY BE INSTALLED IN COMMON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER. TRENCHES SHALL BE AMPLE SIZE TO PERMIT THE PIPES TO BE LAID AT HE ELEVATIONS INTENDED AND TO PERMIT SPACE FOR JOINING.

5. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS

OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH

OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. COORDINATE WORK WITH THE GENERAL CONTRACTOR

AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. CONTRACTOR TO VERIFY THE

LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY DAMAGE CAUSED BY THEIR WORK AT NO ADDITIONAL COST TO THE OWNER.

7. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL WORK AND PLAN WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED.

8. ELECTRICAL CONTRACTOR TO SUPPLY 120 VAC (2.5 AMP) SERVICE TO CONTROLLER LOCATION.

IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTION FROM ELECTRICAL STUB-OUT TO CONTROLLER.

IRRIGATION CONTROL WIRE SHALL BE #14, U.L. APPROVED FOR DIRECT BURIAL. COMMON WIRE SHALL BE #12 U.L. APPROVED AND SHALL BE WHITE IN COLOR. WIRING TO INDIVIDUAL REMOTE CONTROL VALVES SHALL BE COLOR OTHER THAN WHITE.

9. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE.

10. REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN SEQUENCE AS SHOWN ON PLANS.

RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF VALVE BOXES WILL NOT BE PERMITTED.

11. SPLICING OF 24-VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 36” COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES.

12. WIRE CONNECTORS SHALL BE 3M-DBR/Y-6 DIRECT BURY UNLESS OTHERWISE NOTED.

13. INSTALL TWO (2) SPARE CONTROL WIRES ALONG THE ENTIRE MAIN LINE. SPARE WIRES SHALL BE

THE SAME COLOR (ONE WITH A WHITE STRIPE) AND OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36” EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES.

14. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE (NOT IN LAWN AREA.)

15. INSTALL VALVE BOXES MINIMUM 12” FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM 12” APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC.

16. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.

17. LOCATE QUICK COUPLING VALVE 12” FROM HARDSCAPE AREA.

18. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.

19. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. FOR DRIP OR BUBBLER CIRCUITS, INSTALL KING BROS. CV SERIES CHECK VALVES IN LATERAL LINES FOR EVERY 10' OF ELEVATION CHANGE.

20. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL

INCLUDE SELECTING THE BEST DEGREE OF FIXED ARC (OR AN ADJUSTABLE ARC IF FIXED ARC DOES

NOT MATCH THE ARC TO BE IRRIGATED) TO FIT THE SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. ALL

MAIN LINES SHALL BE FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS, BUBBLERS AND DRIP TUBING. AT 30 DAYS AFTER INSTALLATION EACH SYSTEM SHALL BE FLUSHED TO ELIMINATE GLUE AND DIRT PARTICLES FROM THE LINES.

21. FOR PROPER SOLVENT WELD OF PVC A SUITABLE PRIMER AND SOLVENT CEMENT SHALL BE USED.

APPLICATION PRACTICE AND TECHNIQUE SHALL BE IN ACCORDANCE WITH THE PRIMER/CEMENT MANUFACTURER'S RECOMMENDATIONS. THE JOINING SURFACES MUST BE SOFTENED (WITH

PRIMER/CEMENT) AND THE PIPE AND FITTING MUST BE ASSEMBLED WHILE THE SURFACES ARE STILL WET AND FLUID. USE ONLY WELD-ON 795 CEMENT FOR FLEXIBLE PVC TO RIGID PVC CONNECTIONS.

22. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE HYDRANTS, ETC.) INTERFERE WITH

THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE

SPRINKLER SYSTEM BY INSTALLING A QUARTER, THIRD OR HALF CIRCLE HEAD AT THE SIDES OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.

23. NOTIFY ARCHITECT OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR

INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS/HER INSTRUCTIONS ARE OBTAINED.

24. LOCATE BUBBLERS ON UPHILL SIDE OF TREES. TREE BUBBLERS ARE FOR ESTABLISHMENT AND DROUGHT CONDITIONS. THEY ARE TO BE TURNED OFF AFTER TREES ARE ESTABLISHED AND TURNED ON DURING DROUGHT CONDITIONS.

25. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE IRRIGATION

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.

26. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK.

27. CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF WORK.

28. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES, AND TREE ROOTS. EXCAVATION IN AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN A PLASTIC BAG AND SECURED WITH A RUBBER BAND. TRENCHES ADJACENT TO TREE SHOULD BE CLOSED WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS.

29. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY

DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL

PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE.

30. IRRIGATION DEMAND: REFER TO IRRIGATION POINTS OF CONNECTION.

31. CONTRACTOR SHALL VERIFY REMOTE AND WEATHER SENSOR RECEPTION TO THE RECEIVER PRIOR TO INSTALLING THE CONTROLLER. IF SIGNAL IS TOO WEAK, EXTEND THE RECEIVER OUT TO A MAXIMUM OF 10' FROM THE CONTROLLER USING A 6 PIN PHONE CABLE WITH FEMALE ADAPTER. IF RECEPTION IS STILL TOO WEAK, CONTACT THE LANDSCAPE ARCHITECT FOR FURTHER INSTRUCTION.

32. OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM.

33. INSTALL FILTERATION UNIT PRIOR TO ORDERING ENCLOSURE. ORDER ENCLOSURE WITH APPROPRIATE INSIDE DIMENSIONS TO HOUSE INSTALLED FILTRATION UNIT.

34. NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE.

35. NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.

36. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

37. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF

THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.

38. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. THE IRRIGATION CONTRACTOR SHALL ARRANGE AND PAY FOR THE AUDIT. THE AUDIT MUST BE PERFORMED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR.

DRIPLINE NOTES:

1. PLANS ARE DIAGRAMMATIC. INSTALL DRIPLINE AND COMPONENTS PER MANUFACTURERS INSTRUCTIONS AND INSTALLATION DETAILS.

2. INSTALL DRIPLINE A MAXIMUM OF 18” APART (12” IN BIORETENTION/TURF AREAS) WITH EMITTERS TRIANGULARLY SPACED. INSTALL 2” FROM PERIMETER OF PLANTED AREA. THERE SHOULD BE A MINIMUM OF TWO DRIPLINE LATERALS IN EACH PLANTED AREA. DRIPLINE SHALL BE INSTALLED AT A CONSISTANT DEPTH THROUGHOUT THE CIRCUIT.

3. PLACE AIR/VACUUM RELIEF VALVES AT THE HIGHEST POINTS OF EACH ZONE AND JUST BELOW CHECK VALVES ON SLOPES. INSTALL A MINIMUM OF ONE AIR/VACUUM RELIEF VALVE FOR EVERY 1125' (.5 gph) or 390' (1.0 gph) OF TOTAL DRIPLINE PER ZONE.

4. PLACE FLUSH VALVES AT THE HYDRAULIC CENTER OF THE EXHAUST HEADER OR AT LOW POINT ON SLOPES. INSTALL MINIMUM OF ONE FOR EVERY 15 GPM.

5. INSTALL IN-LINE CHECK VALVES ON SLOPES GREATER THAN 3% AND WHERE LOW-LINE DRAINAGE COULD CAUSE WET AREAS IN THE LOWEST AREAS OF AN IRRIGATION ZONE. CHECK VALVES SHALL BE PLACED EVERY 4-5 FEET BETWEEN DRIPLINE LATERALS AND BEFORE THE FLUSH VALVE.

6. ON ALL SLOPES AND MOUNDS, PLACE THE DRIPLINE LATERALS PARALLEL TO THE SLOPE CONTOUR WHERE POSSIBLE. INCREASE THE LATERAL SPACING BY 25% ON THE LOWER ONE-THIRD OF THE SLOPE TO AVOID EXCESS DRAINAGE.

7. PVC SUPPLY AND FLUSH LINE SIZING GUIDE (ALL SUPPLY AND FLUSH LINES SHALL BE THE SAME SIZE FOR THE ENTIRE ZONE): · 0-5 GPM - 3/4” · 5.1-10 GPM - 1” · 10.1-20 GPM - 1 1/4” · 20.1-28 GPM - 1 1/2”

8. FITTINGS SHALL BE OF THE SAME MANUFACTURER AS DRIPLINE. TO PREVENT LEAKING AND FITTING BLOW OUTS, CAREFULLY FOLLOW THE FITTING MANUFACTURER'S INSTALLATION INSTRUCTIONS.

9. STAPLE DRIPLINE TO GROUND EVERY 3 FEET. USE ADDITIONAL STAPLES OVER EACH TEE, ELBOW OR CROSS. USE U-SHAPED STAPLES TO AVOID PINCHING THE DRIPLINE.

10. THOROUGHLY FLUSH EACH INSTALLATION SEGMENT TO ENSURE NO DEBRIS CONTAMINATION OCCURS.

11. IN TURF OR NOW-MOW GRASS AREAS, A TEMPORARY OVERHEAD SPRAY SYSTEM WILL NEED TO BE PROVIDED UNTIL THE TURF SEED OR SOD IS ESTABLISHED. OVERHEAD WATERING CAN BE DISCONTINUED WHEN EDGES OF THE SOD CANNOT BE PULLED UP. RUN THE DRIPLINE SYSTEM SEVERAL TIMES DAILY IN ADDITION TO THE TEMPORARY OVERHEAD SYSTEM.

12. RUN THE DRIPLINE SYSTEM EVERY DAY OR EVERY OTHER DAY TO ESTABLISH PLANT MATERIAL.

MAINTAIN A CONSISTENT MOISTURE BALANCE IN THE SOIL. IT IS IMPORTANT TO KEEP THE SOIL MOIST WITHOUT SATURATION.

LATERAL LINE SIZING CHART

SPRAYS & BUBBLERS

SPRINKLER TYPE
ROTORS
11-20
29-55
21-28

GALLONS PER MINUTE
29-UP
19-28
9-18
6-10
1-5
1-8
2"
1 1/4"
1 1/2"
2"
3/4"
1"
1 1/2"
1 1/4"

PIPE SIZE
1"
“I HAVE COMPLIED WITH THE CRITERIA OF THE

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE

AND HAVE APPLIED THEM FOR THE EFFICIENT USE
OF WATER IN THE IRRIGATION DESIGN PLAN.”

2.31,1.16,.58

1.48,.74,.37
30 .51,.23
30 30
10' 9'
15'
12' 11'
570Z-6P-PRX-COM-OT15F,H,Q 14'
570Z-6P-PRX-COM-OT12F,H,Q
570Z-6P-PRX-COM-OT10H,Q

TORO POP-UP LAWN SPRAY

TORO POP-UP LAWN SPRAY
LI502/16
LI502/16
LI502/16
EXISTING 4" MAINLINE.

MAIN LINE: 2 1/2" AND LARGER: 1120-200 PSI PVC RING-TITE PLASTIC PIPE WITH RING-TITE PLASTIC FITTINGS. 2" AND SMALLER: 1120-SCHEDULE 40 PVC SOLVENT WELD PLASTIC PIPE WITH SCHEDULE 80 AND SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER.

FSI-T10-001
RS1000
EGP8i + (3) EGP8-OPB

PROMAX-KIT
CST 1" FLOW SENSOR

IRRITROL WIRELESS RAIN SENSOR
RAIN MASTER 32 STATION EAGLE CONTROLLER WITH iCENTRAL SOFTWARE- WALL MOUNT

PRO MAX MAINTENANCE REMOTE KIT
R
LI501/5
3100200 SUPERIOR 2" MASTER CONTROL VALVE (NORMALLY OPEN) LI501/4 FM-2" CALSENSE 2" FLOW SENSOR
1028
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Xref .\BASE xrefs\site 3 sculpture top view block.dwg INT PT
W
C

R IRRIGATION PLAN
LI101
26 NORTH
0 10 20 40
1" = 20'-0"
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PERMIT SET
Richmond Contra Costa County California 2040 BANCROFT WAY #400 BERKELEY, CA 94704 PHONE: (510) 848-3815 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/9/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS-REID PARK IMPROVEMENTS
37 ALAMO AVENUE CHERRY STREETKELSEY STREET
C-15 2.31
C-11 .9 40
18 .46
45 C-16 1.61
18 40
C-12
19 .32
45 C-13 2.31

4.5 45
C-14 .4
18 45
C-1 1.52
14 30
C-2 1.41
20 30
C-3 1.17

7.5 30
C-6 1.23
11 30
C-5 1.61
15 40
C-7 1.61
21 40
1 1/2” WATER METER

FOR IRRIGATION
PROVIDED BY OTHERS.

PLEASANTON, CALIFORNIA 94566

IRRIGATION CONSULTANTS
480 ST. JOHN STREET, SUITE 220
E-MAIL [email protected]
TEL 925.855.0417
SLEEVING NOTES:

1. SLEEVING IS SHOWN AT MAJOR SIDEWALK AND
STREET CROSSINGS. SLEEVES FOR ALL

IRRIGATION PIPING AND CONTROL/COMMUNICATION

WIRES SHALL BE INSTALLED UNDER ALL PAVED

SURFACES, WALL FOOTINGS, DRAINAGE CHANNELS,
ETC.

2. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION

PIPING AND THEIR RELATED COUPLINGS TO EASILY
SLIDE THROUGH SLEEVING MATERIAL.

3. EXTEND SLEEVES 6" BEYOND EDGES OF PAVING.

4. UNLESS OTHERWISE SHOWN, ALL MAINLINE PIPE

AND CONTROL WIRE / TWO WIRE PATH SHALL BE
INSTALLED IN A SINGLE SLEEVE.

5. SLEEVING DIAMETER SHALL A MINIMUM OF EQUAL

TO TWICE THE DIAMETER OF THE PIPE AND/OR
WIRING BUNDLE.
“I HAVE COMPLIED WITH THE CRITERIA OF THE

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE

AND HAVE APPLIED THEM FOR THE EFFICIENT USE
OF WATER IN THE IRRIGATION DESIGN PLAN.”
2"
2"
2"
2"
2"
2"
1"
1"
1" 1"
1"
4" SL.
4" SL.
4" SL.
4" SL.
6" SL.
6" SL.
4" SL.
4" SL.
6" SL.

IRRIGATION CONTROLLER 'C' - WALL MOUNT IN
RESTROOM AS DIRECTED BY ARCHITECT.

SERVICE WITH 120 VOLT A.C. ELECTRICAL.

ELECTRICAL SERVICE TO THIS LOCATION
PROVIDED BY ELECTRICAL CONTRACTOR.

GROUND CONTROLLER AND CONFORM TO ALL
APPLICABLE LOCAL CODES. RUN A SEPARATE
1” CONDUIT WITH MANUFACTURER APPROVED

DIRECT BURY SHIELDED FLOW SENSOR CABLE
FROM CONTROLLER TO FLOW SENSOR.

IRRIGATION DEMAND: 22 GPM AT 67 PSI. STREET
PRESSURE IS GIVEN AS 70-78 PSI. FIELD VERIFY STATIC
WATER PRESSURE PRIOR TO STARTING ANY WORK. IF

PRESSURE VARIES FROM REQUIRED PRESSURE STATED

ABOVE, NOTIFY LANDSCAPE ARCHITECT FOR FURTHER
INSTRUCTION.

C-4 1.61
22 40
4" SL.
4" SL.
4" SL. 4" SL. 6" SL.
4" SL.

C-10
15 .57
40 C-9
15 .57
40 C-8

2.7 2.3
40 1"
1"
1"
1"
1"
1"
1"
1" 1"
1"
1"
1"
1"
1"
1"
1"

INSTALL NEW MASTER

VALVE AND FLOW SENSOR

FOR NORTH FIELD AT THIS
LOCATION. REMOVE AND

RETURN OLD MASTER VALVE
AND FLOW SENSOR TO CITY.

CONNECT NEW MAINLINE TO EXISTING MAINLINE
AT THIS LOCATION. RELOCATE FLOW SENSOR

AND MASTER VALVE TO NEW LOCATION SHOWN
AND CAP MAINLINE HERE (SEE NOTE BELOW.)

RUN FLOW SENSOR CABLE AND MASTER VALVE

WIRE FROM EXISTING CONTROLLER TO NEW
MASTER VALVE / FLOW SENSOR LOCATION.
4"
4"

RAIN SENSOR TRANSMITTER- INSTALL WHERE

TRANSMITTER IS EXPOSED TO FULL WEATHER
CONDITIONS. VERIFY COMMUNICATION

RECEPTION TO THE RECEIVER PRIOR TO
INSTALLATION. FINAL LOCATION TO BE
DETERMINED IN THE FIELD.

PROJECT DEMOLITION REQUIRES REMOVING EXISTING

IRRIGATION BACKFLOW PREVENTER WHICH SERVES

THE EXISTING TURF AREA TO THE NORTH OF THE
PROJECT AREA. WATER SHALL BE RECONNECTED TO
THIS AREA WITHIN 2 DAYS OF DISCONNECTION,

INCLUDING THE INSTALLATOIN OF THE NEW BACKFLOW

PREVENTER ALONG WITH THE NEW MAINLINE

CONNECTION, MASTER VALVE, AND FLOW SENSOR FOR
THE NORTH FIELD.
1029

IRRIGATION DETAILS
LI501
27 All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PERMIT SET
Richmond Contra Costa County California 2040 BANCROFT WAY #400 BERKELEY, CA 94704 PHONE: (510) 848-3815 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/9/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS-REID PARK IMPROVEMENTS
37 PLEASANTON, CALIFORNIA 94566

IRRIGATION CONSULTANTS
480 ST. JOHN STREET, SUITE 220
E-MAIL [email protected]
TEL 925.855.0417
“I HAVE COMPLIED WITH THE CRITERIA OF THE

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE

AND HAVE APPLIED THEM FOR THE EFFICIENT USE
OF WATER IN THE IRRIGATION DESIGN PLAN.”

NOT TO SCALE

REDUCED PRESSURE BACKFLOW ASSEMBLY
NOTE: EVENLY COAT METAL FITTINGS EXPOSED TO SOIL AND CONCRETE WITH 3M SCOTCHRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHRAP NO. 51 BLACK TAPE (3/4" OVERLAP). USE DIELECTRIC FITTINGS WHERE DISSIMILAR METALS COME INTO CONTACT.

REDUCED PRESSURE BACKFLOW

PREVENTION ASSEMBLY

INSULATED

BLANKET

FINISH GRADE
PVC

MAINLINE

TO VALVES
PVC SCH 80 TOE

NIPPLE INLET/OUTLET

CONCRETE BLOCK

SURROUNDING PIPE
MAINLINE FROM P.O.C.

FITTINGS (AS

REQUIRED)
UNION

FITTINGS (AS

REQUIRED)
12" MIN.

CONCRETE PAD 6" MIN.

SCH. 80 PVC COUPLER
18"
1 2" GALV. IRON
2" GALV. IRON
2" GALV. IRON

U-SHAPE BACKFLOW ENCLOSURE

NOT TO SCALE
LEGEND
1 TOP VIEW
2 4
8 7
6 SIDE VIEW
1 3
2 5
4 1. METAL BACKFLOW ENCLOSURE.

2. BACKFLOW PREVENTER.

3. HOLD DOWN ASSEMBLY (TYPICAL).

4. POURED CONCRETE BASE. - 6" MINIMUM
THICKNESS - EXTEND 4" BEYOND
OUTSIDE DIMENSIONS OF ENCLOSURE.

5. MAINLINE TO VALVES.

6. MAINLINE FROM POINT OF

CONNECTION OR WATER
METER.

7. FINISH GRADE.

8. SUPPORT ROD (TYPICAL).
2 SCH. 80 UNION
(FIPTxFIPT)

NOT TO SCALE

MASTER REMOTE CONTROL VALVE
WIRE

CONNECTOR

MASTER REMOTE CONTROL
VALVE
14" x 19"
VALVE BOX 0" IN TURF AREAS
1" IN SHRUB AREAS

FINISH GRADE
SCH 80 UNION
(FIPTxFIPT)

PVC MAINLINE TO

FLOW SENSOR
BRICK SUPPORTS (4
TOTAL)
SCH. 80 PVC NIPPLE
(LENGTH AS REQUIRED) - 4
TOTAL
8" PEA GRAVEL

BELOW VALVE
SCH. 80 PVC ELL (2
TOTAL)

PVC MAINLINE
FROM P.O.C.
4" MIN.

SCH 80 MALE
ADAPTER 18"
4 FLOW FLOW
4" MIN.

NOT TO SCALE

PVC FLOW SENSOR INSTALLATION DETAIL
NOTE: FLOW SENSOR MUST BE INSTALLED WITH INSERT (TOP) VERTICAL AND BODY (TEE) POSITIONED HORIZONTALLY.

GAUGE DIRECT BURIAL SENSOR CABLE, PROVIDE 36" EXTRA CABLE. (MUST BE RUN IN 1" CONDUIT FROM SENSOR TO CONTROLLER)
14" x 19" VALVE

BOX WITH BOLT

DOWN LID

FINISH GRADE

PVC FLOW SENSOR
SCH. 80 PVC PIPE

MAINLINE FROM

MASTER VALVE
(UPSTREAM)
MIN. UPSTREAM DISTANCE
= 10 TIMES FLOW SENSOR
SIZE
SCH. 80 PVC RED.

COUPLING LOCATED AT

MASTER VALVE
8" DEEP 3/4" PEA GRAVEL

SUMP PVC MAINLINE TO SYSTEM
SCH 80 ELL (2 TOTAL)
SCH. 80 PVC
NIPPLE
MIN. DOWNSTREAM
DISTANCE = 5 TIMES

FLOW SENSOR SIZE
BRICK
SUPPORTS (4
TOTAL)
MALE

ADAPTER
0" IN TURF AREAS
1" IN SHRUB AREAS
WATERPROOF CONNECTIONS *NOTE POLARITY

ON SENSOR TO SENSOR CABLE HOOKUP
5 #18
18"
4" MIN.

NOT TO SCALE

REMOTE CONTROL VALVE
2 1/4" x 2 3/4" ID TAG

WIRE CONNECTORS
36-INCH LINEAR LENGTH OF
24 VOLT WIRE, COILED

FINISH GRADE
14" x 19" VALVE BOX, ONE

REMOTE CONTROL

VALVE PER BOX
0" IN TURF AREA
1" IN SHRUB AREA

REMOTE CONTROL
VALVE
SCH 80 PVC NIPPLE

LENGTH AS REQUIRED
SCH 80 PVC ELL
(SxT)
BRICK (1
OF 4)
PVC

MAINLINE
SCH 80 PVC NIPPLE (2

INCH, HIDDEN) AND SCH
80 PVC ELL
SCH 80 PVC TEE OR ELL
4" MIN. DEPTH OF

PEA GRAVEL (NO

SOIL IN VALVE BOX)

LOWER LATERAL
LINE WITH SCH 40
PVC 45 ELLS
SCH 80 PVC

TOE NIPPLE
PVC

LATERAL
LINE
SCH 80 PVC

TOE NIPPLE
6 12"
18"

TORO DRIP ZONE KIT

NOT TO SCALE
24 VOLT WIRE - ALLOW 36" OF
EXCESS WIRE COILED 13" x 20" VALVE BOX

WITH COVER

WATER PROOF WIRE

CONNECTORS

FINISH GRADE
DRIP ZONE KIT:

REMOTE CONTROL VALVE, FILTER, AND

PRESSURE REGULATOR (ROTATE FILTER
PARALLEL TO PEA GRAVEL.)
PVC SCH 80

TOE NIPPLE

3.0-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL

PVC BALL VALVE
SCH 80 NIPPLE
(SIZE AS

REQUIRED)

PVC LATERAL
BRICK (1 OF 4) PVC SCH 80 TEE OR ELL
PVC
SCH 80
ELL
0" IN TURF AREA
1" IN SHRUB/

GROUNDCOVER AREA
ID TAG

PVC MAINLINE
PVC SCH 80

TOE NIPPLE
12"
18"
7 MIN.
12"
EDGE OF LAWN, WALK, FENCE, CURB, ETC.

TOP VIEW
12" MIN.

MIN.
12"
MIN.
12"
MIN.
12"
12" MIN.

NOTES:

1. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE.

2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA.

3. SET VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE.

INSTALL IN LAWN AREA ONLY IF GROUND COVER/SHRUB AREA DOES NOT EXIST ADJACENT TO LAWN.

4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.

6. VALVE BOXES SHALL HAVE BOLT DOWN LIDS WITH BOLTS INSTALLED.

7. VALVE BOXES SHALL BE BY NDS, CARSON, OR EQUAL.

ROUND VALVE
BOX
14"x19" RECTANGULAR

VALVE BOX
13"x20" OR

LARGER VALVE
BOX

NOT TO SCALE
VALVE BOX INSTALLATION DETAIL 8

SECTION VIEW

PLAN VIEW
NOTES:

1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SPECIFIED PVC PIPE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.

2. FOR PIPE AND WIRE BURIAL DEPTHS REFER TO IRRIGATION LEGEND AND SPECIFICATIONS.

NOT TO SCALE

PIPE AND WIRE TRENCHING

MAINLINE, LATERAL, AND

WIRING IN THE SAME
TRENCH

MAINLINE
PIPE

LATERAL
PIPE

PIPE AND WIRE

SLEEVING

WIRE W/O

CONDUIT
PROVIDE A MINIMUM OF 2"

BETWEEN PIPES

RUN WIRE BENEATH
AND BESIDE MAINLINE.

TAPE AND BUNDLE AT
10-FOOT INTERVALS.

ALL SOLVENT WELD

PLASTIC PIPING TO BE

SNAKED IN TRENCH AS
SHOWN
TIE A 24" LOOP IN ALL WIRING

AT CHANGES IN DIRECTION
OF 30° OR GREATER. UNTIE

AFTER ALL CONNECTIONS
HAVE BEEN MADE.
4"
4" 4"
4"
4"
4"
4"

BEDDING MATERIAL
CLEAN BACKFILL - 90%

COMPACTION REQUIRED
9 APPLY SCOTCHLOK Y SPRING

CONNECTOR IN A CLOCKWISE
DIRECTION.

STEP 2:

INSERT SPLICE TO BOTTOM OF
GEL-FILLED TUBE. CHECK TO MAKE

SURE CONNECTOR HAS BEEN

PUSHED PAST LOCKING FINGERS

AND IS SEATED AT BOTTOM OF
TUBE.

STEP 3:

POSITION WIRES IN WIRE

CHANNELS AND CLOSE
INSULATOR TUBE COVER.

STEP 4:

NOTE: MAXIMUM WIRE SIZES PER
CONNECTOR ARE THREE # 14'S OR
TWO #12'S.

STEP 1: STRIP WIRES 1/2" FROM ENDS.

NOT TO SCALE
WIRE CONNECTION DETAIL 10
3"

NOT TO SCALE
GATE VALVE DETAIL - 2" & SMALLER
10" ROUND PLASTIC VALVE BOX

WITH BOLT DOWN LID

FINISH GRADE
0" IN LAWN
1" IN SHRUB/

GROUNDCOVER
AREA
6" PVC PIPE

GATE VALVE
BRICK-3 TOTAL
PEA GRAVEL 4" DEEP (NO

SOIL IN BOX)
SCH 80 PVC TOE NIPPLE

INLET/OUTLET

PVC MAINLINE
11 18"
12" MIN.
3"

TOP VIEW

SIDE VIEW

NOT TO SCALE

QUICK COUPLER IN BOX DETAIL
x 3" SCH. 80 PVC
NIPPLE (2 REQ.)

QUICK COUPLING VALVE

FINISH GRADE
10" ROUND PLASTIC VALVE
BOX WITH BOLT DOWN LID.
x 6" SCHEDULE 80

PVC NIPPLE

PVC MAINLINE
SCH. 80 PVC TEE
(SxSxT)
SCHEDULE 80
PVC ELL (TxT) (3
REQ.)

CRUSHED ROCK (NO

SOIL IN BOX)
BRICK-3 TOTAL
LEEMCO LS-100 QUICK

COUPLING STABILIZER

WALK, CURB

OR HEADER
3/4"
12 3/4"

FOUNDATION
36" MIN.

NOTE: CONDUIT FROM CONTROLLER TO LEVEL 1 REMOTE CONTROL VALVES AND TO LEVEL 2 STUB-OUT SHALL BE PROVIDED, ROUTED, AND INSTALLED BY ELECTRICAL CONTRACTOR.

IRRIGATION

CONTROLLER

NOT TO SCALE

INSIDE WALL MOUNT CONTROLLER DETAIL
1/2" UL APPROVED

ELECTRICAL CONDUIT

AND JUNCTION BOX
FOR 120 VOLT A.C. DIRECT BURIAL 24

VOLT CONTROL

WIRING TO REMOTE

CONTROL VALVES IN

PVC CONDUIT
120 VOLT A.C. ELECTRICAL

SUPPLY SWITCH
2" PVC CONDUIT
WITH PVC SCH. 80 ELL
FOR 24V. WIRE

SECTION/ELEVATION
FRONT
1" PVC CONDUIT

FOR FLOW AND

RAIN SENSOR
WIRES
3 1030

IRRIGATION DETAILS
LI502
28 All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PERMIT SET
Richmond Contra Costa County California 2040 BANCROFT WAY #400 BERKELEY, CA 94704 PHONE: (510) 848-3815 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/9/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS-REID PARK IMPROVEMENTS
37 PLEASANTON, CALIFORNIA 94566

IRRIGATION CONSULTANTS
480 ST. JOHN STREET, SUITE 220
E-MAIL [email protected]
TEL 925.855.0417
“I HAVE COMPLIED WITH THE

CRITERIA OF THE MODEL WATER

EFFICIENT LANDSCAPE

ORDINANCE AND HAVE APPLIED

THEM FOR THE EFFICIENT USE OF

WATER IN THE IRRIGATION
DESIGN PLAN.”

NOT TO SCALE

TREE BUBBLER DETAIL

PVC LATERAL LINE ROUTED

AROUND ROOTBALL (DO NOT

GO THROUGH ROOTBALL)
SCH. 4O PVC

FITTINGS (TYPICAL)

PVC LATERAL LINE
FINISH
GRADE
1/2" SCH. 80 MALE

ADAPTER (GRAY)
9 GAGE

TUBING STAKE
1/2" UV RESISTANT PVC

FLEXIBLE HOSE

ROOTBALL

BUBBLER
TREE
NOTES:

1. INSTALL BUBBLERS BETWEEN THE ROOT BALL AND THE NATIVE SOIL . WATER SHOULD NOT BE HITTING THE TRUNK OF THE TREE.

2. USE WELD-ON 795 FOR ALL FLEXIBLE HOSE CONNECTIONS.

3. NUMBER OF BUBBLERS PER TREE SIZE:
a. 15G - 24" BOX = 2 BUBBLERS
b. 36" - 48" BOX = 4 BUBBLERS
c. 60" - 72" BOX = 6 BUBBLERS
13 12"

BUBBLER

PVC LATERAL LINE

PVC TEE
1/2" SCH. 40
1/2" SCH. 80

MALE ADAPTER
FINISH
GRADE
9 GAGE TUBING STAKE
1/2" IPS FLEXIBLE
HOSE (PVC) (.840 O.D.)

TREE OR
SHRUB
NOTE:

PLACE BUBBLER ON UPHILL

SIDE OF ROOTBALL

NOT TO SCALE

BUBBLER ON FLEX HOSE DETAIL
NOTE:

1. USE WELD-ON 795 FOR ALL FLEXIBLE HOSE CONNECTIONS.
14 12"
SCH. 40 PVC TEE
SCH. 40 STREET ELL (2)
SCH. 40 STREET ELL

PVC LATERAL LINE
(LENGTH AS REQUIRED)
SCH. 80 PVC NIPPLE
POP-UP

GEARED ROTOR

FINISH GRADE
(S x S x T)

NOT TO SCALE
POP-UP ROTOR DETAIL 15
12"

CENTER FEED INLINE DRIP LAYOUT

NOT TO SCALE
AV

MANIFOLD CONNECTION (PVC TO

ELL - SEE INSERT)

PVC SUPPLY HEADER
(12" DEPTH)

MANIFOLD CONNECTION
(SEE INSERT)

REMOTE CONTROL VALVE WITH

FILTER AND PRESSURE

REGULATOR

DRIPLINE LATERAL

AIR/VACUUM RELIEF LATERAL

BLANK TUBING CENTERED ON

MOUND OR BERM

AIR/VACUUM RELIEF VALVE
(PLUMBED TO TUBING AT EACH

HIGH POINT)

PVC EXHAUST HEADER

ZONE FLUSH VALVE PLUMBED

TO PVC (TYP)
PERIMETER LATERAL 2"

FROM EDGE

INLINE DRIP EMITTER
(O.C. SPACING TBD)

PVC PIPE TO NEXT

DRIPLINE SECTION (IF

REQUIRED)
IN

OPERATION INDICATOR
FV
FV
IN
19 LINE FLUSHING VALVE PLUMBED TO PVC

AREA PERIMETER

START CONNECTION

PVC EXHAUST HEADER
TEE

LATERAL TUBING

ONE AT EACH HIGH POINT)

AIR/VACUUM RELIEF VALVE
(PLUMBED TO

PVC SUPPLY HEADER

REMOTE CONTROL VALVE WITH

FILTER AND PRESSURE REGULATOR

BLANK TUBING CENTERED

ON MOUND OR BERM
IRREGULAR AREAS: ODD CURVES

NOT TO SCALE
AV
FV
IN
17 AV
FV
PLAN

FLUSH VALVE PLUMBED TO FLUSH MANIFOLD

AT LOW POINT
IN

OPERATION INDICATOR

CONNECTED TO DRIPLINE,

INSTALLED AT THE EDGE OF

THE LANDSCAPE END OF

DRIPLINE ZONE NEAR FLUSH
VALVE

PVC EXHAUST HEADER

MANIFOLD-TO-ELBOW

CONNECTION

DRIPLINE

LATERAL

AREA PERIMETER

PERIMETER LATERALS
2" TO 4" FROM EDGE

PVC LATERAL LINE

FROM DRIP ZONE KIT

DRIPLINE TEE

AIR/VACUUM RELIEF

VALVE PLUMBED TO

SUPPLY MANIFOLD AT

HIGH POINT (IF
REQUIRED.)

PVC SUPPLY

MANIFOLD

TYPICAL ISLAND LAYOUT END FEED

NOT TO SCALE

PERIMETER LATERALS
2" TO 4" FROM EDGE
IN
18 NOT TO SCALE
1"

PVC PIPE

BRICK SUPPORTS
(3)

PVC ELBOW OR
TEE (SxT)
3 4
" SCH 80 PVC

NIPPLE (LENGTH

AS REQUIRED)
TORO DL2000

AUTOMATIC FLUSH
VALVE
(FCH-H-FIPT)

FINISHED GRADE
6" ROUND VALVE
BOX
TORO DL2000 AUTOMATIC FLUSH VALVE -

PLUMBED TO PVC

PEA GRAVEL
SUMP (18" DEEP)
21 SHUT OFF FLUSH VALVE DETAIL

NOT TO SCALE
2' COIL OF 1/2"

POLYETHELENE
TUBING

COMPRESSION

ADAPTER

PVC RIGID

LATERAL LINE
PVC SCHEDULE 40

ELL S X S
PEA GRAVEL 4" DEEP (NO

SOIL IN BOX)

SHUT OFF VALVE
6" ROUND EMITTER BOX

FINISH GRADE
20 12"
CURB,
BOARD
HEADERWALK OR

POP-UP SHRUB SPRAY
WALL,

BUILDING

FENCE OR

FINISH GRADE

LAWN POP-UP SPRAY

HEADERBOARD

CURB, WALK OR
1/2" SCHEDULE
80 PVC NIPPLE
1/2" SCHEDULE
(LENGTH AS
80 PVC NIPPLE

REQUIRED) (LENGTH AS

REQUIRED)

PVC LATERAL LINE
SCHEDULE 40 PVC TEE

STREET ELL
1/2" SCH. 40
40 PVC ELL
1/2" TxT SCH

STREET ELL
1/2" SCH. 40
(S x S x T)

NOT TO SCALE

TYPICAL POP-UP INSTALLATION DETAIL
1 1/2"
12"
4" 1"
NOTE:

PRE-FABRICATED SWING JOINTS MAY BE USED. SWING JOINTS SHALL BE BY

LASCO, RAINBIRD, OR EQUAL
16 12"

FINISHED GRADE
570POP-UP DRIP OPERATION
INDICATOR ASSEMBLY. INSTALLED

AT FURTHEST POINT DOWNSTREAM

OF VALVE DRIP ZONE
PVC or SWING PIPE SWING

JOINT ASSEMBLY

DRIP ZONE FOOTER
TORO 570 POP-UP DRIP OPERATION INDICATOR 22 NOT TO SCALE 1031

IRRIGATION WATER CALCULATIONS
LI503
29 All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PERMIT SET
Richmond Contra Costa County California 2040 BANCROFT WAY #400 BERKELEY, CA 94704 PHONE: (510) 848-3815 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/9/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS-REID PARK IMPROVEMENTS
37 PLEASANTON, CALIFORNIA 94566

IRRIGATION CONSULTANTS
480 ST. JOHN STREET, SUITE 220
E-MAIL [email protected]
TEL 925.855.0417
1032

PLANTING
LEGEND LP001 30 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S PLANT LEGEND QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE WATER USE (A) REFERENCE (A) PROJECT SPREAD (B) MIN-MAX SPREAD (C) MIN MAX HEIGHT REFERENCE BOOK (C) TREES (DRIP IRRIGATION) 11 QUERCUS KELLOGGII BLACK OAK 15 GAL VL WUCOLS 25' 25'-50' 20'-50' EBMUD 2 AESCULUS CALIFORNICA CALIFORNIA BUCKEYE 24" BOX VL WUCOLS 20 15'-20' 30' EBMUD 8 CEDRUS DEODARA DEODAR CEDAR 24" BOX
L WUCOLS 25' 40' 80' SUNSET
1 ARBUTUS MENZIESII MADRONE 15 GAL
L WUCOLS 25' 20'-100' 20'-100' SUNSET
3 ACER MACROPHYLLUM BIG LEAF MAPLE 24" BOX
M WUCOLS 30' 30'-50' 30'-75' EBMUD HABITAT GARDEN (DRIP IRRIGATION) 76 ACHILLEA MILLEFOLIUM YARROW 1 GALL WUCOLS 1' 1' 1'-3' CALSCAPE 32 ANEMOPSIS CALIFORNICA YERBA MANSA 1 GALM WUCOLS 2' 2' 1' CALSCAPE 20 AQUILEGIA FORMOSA WESTERN COLUMBINE 1 GALL WUCOLS 1.5' 1'-2' 1.5'-5' SUNSET 4 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 5 GAL
L WUCOLS 6' 10' 1.6' CALSCAPE 61 ASCLEPIAS FASCICULARIS NARROWLEAF MILKWEED 1 GALL WUCOLS 1' 1' 1'-3' CALSCAPE 9 BACCHARIS PILULARIS 'PIGEON POINT' DWARF COYOTE BRUSH 1 GAL L WUCOLS 6' 9' 2'-3' SUNSET 44 CAREX TUMULICOLA FOOTHILLS SEDGE 1 GAL INF-REG CNP 2' 1'-2' 1'-2' EBMUD 18 CEANOTHUS THYRSIFLORUS 'SKYLARK' CALIFORNIA LILAC 5 GALL WUCOLS 4' 5' 3'-6' EBMUD 9 CLINOPODIUM DOUGLASII YERBA BUENA 1 GAL
L WUCOLS 3' 3' 3"-7" CALSCAPE 19 EPILOBIUM CANUM 'CARMAN'S GREY' CALIFORNIA FUCHSIA 1 GALL WUCOLS 2' 2'-3' 8"-12" EBMUD 12 ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 1 GAL VL WUCOLS 3' 3' 1'-6' CALSCAPE 127 FESTUCA CALIFORNICA CALIFORNIA FESCUE 1 GALL WUCOLS 2' 1'-2' 2'-3' SUNSET 10 FRANGULA CALIFORNICA 'EVE CASE' COFFEEBERRY EVE CASE 5 GALL CNP 4' 3'-5' 3' CNP 31 IRIS DOUGLASIANA DOUGLAS IRIS 1 GALL WUCOLS 1.5' 1'-2" 1'-2" SUNSET 95 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GALL WUCOLS 2' 2' 2' SUNSET 26 MIMULUS AURANTIACUS MONKEYFLOWER 1 GALL WUCOLS 2' 1'-2' 2'-3' N/A 135 MUHLENBERGIA RIGENS DEER GRASS 1 GALL WUCOLS 3' 3' 3' EBMUD 13 RIBES AUREUM GOLDEN CURRANT 5 GALL WUCOLS 4' 5' 3'-6' SUNSET 3 RIBES MALVACEUM CHAPARRAL CURRANT 5 GAL VL WUCOLS 4' 5' 5'-8' CALSCAPE 6 RIBES SANGUINEUM RED FLOWERING CURRANT 5 GAL
L WUCOLS 6' 7' 6'-13' CALSCAPE
2 SALVIA APIANA WHITE SAGE 1 GAL VL WUCOLS 5' 3'-8' 3'-5' CALSCAPE 65 SALVIA CLEVELANDII CLEVELAND SAGE 1 GAL L WUCOLS 3' 3' 3' CALSCAPE
4 SALVIA MELLIFERA BLACK SAGE 1 GAL
L WUCOLS 5' 3'-10' 3'-6' CALSCAPE 13 SALVIA SPATHACEA HUMMINGBIRD SAGE 1 GALL WUCOLS 3' 3'-4' 1'-2' SUNSET 4 SISYRINCHIUM BELLUM BLUE-EYED GRASS 1 GAL VL WUCOLS 3' 3' 1'-2' CALSCAPE 42 SOLIDAGO VELUTINA SSP. CALIFORNICA CALIFORNIA GOLDENROD 1 GAL M WUCOLS 2' 1'-3' 1.5'-5' CALSCAPE
1 VENEGASIA CARPESIOIDES CANYON SUNFLOWER 1 GAL
L WUCOLS 4' 4'-5' 5' CALSCAPE 1033

PLANTING
LEGEND LP002 31 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

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PLANTING PLAN LP101 32 NORTH 0 10 20 40 1" = 20'-0" All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date

J E S S E J O N E S ALAMO AVENUE

KELSEY STREET
CHERRY STREETSEE PLANTING ENLARGEMENT LP401 PUMP TRACK NIC BASE BID: REPLACE NATURE PLAY AREA WITH DELTA BLUEGRASS TURF 1035 PE
SS SS
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WM WV

SSCO SDCO
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IRR IRR IRR
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IRR IRR IRR IRR IRR IRR IRR
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W W INT
PT SALVIA MELLIFERA BLACK SAGE SALVIA SPATHACEA HUMMINGBIRD SAGE SISYRINCHIUM BELLUM BLUE-EYED GRASS SOLIDAGO VELUTINA SSP. CALIFORNICA CALIFORNIA GOLDENROD VENEGASIA CARPESIOIDES CANYON SUNFLOWER

PLANTING
ENLARGEMENT LP401 33 NORTH 0 5 10 20 1" = 10'-0" All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S SHRUB LEGEND ACHILLEA MILLEFOLIUM YARROW ANEMOPSIS CALIFORNICA YERBA MANSA AQUILEGIA FORMOSA WESTERN COLUMBINE ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK ASCLEPIAS FASCICULARIS NARROWLEAF MILKWEED BACCHARIS PILULARIS 'PIGEON POINT' DWARF COYOTE BRUSH CAREX TUMULICOLA FOOTHILLS SEDGE CEANOTHUS THYRSIFLORUS 'SKYLARK' CALIFORNIA LILAC CLINOPODIUM DOUGLASII YERBA BUENA EPILOBIUM CANUM 'CARMAN'S GREY' CALIFORNIA FUCHSIA ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT FESTUCA CALIFORNICA CALIFORNIA FESCUE FRANGULA CALIFORNICA 'EVE CASE' COFFEEBERRY EVE CASE IRIS DOUGLASIANA DOUGLAS IRIS JUNCUS PATENS CALIFORNIA GRAY RUSH MIMULUS AURANTIACUS MONKEYFLOWER MUHLENBERGIA RIGENS DEER GRASS RIBES AUREUM GOLDEN CURRANT RIBES MALVACEUM CHAPARRAL CURRANT RIBES SANGUINEUM RED FLOWERING CURRANT SALVIA APIANA WHITE SAGE SALVIA CLEVELANDII CLEVELAND SAGE 1036 TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE. ROOT BALL MODIFIED AS REQUIRED. KEEP SOIL, MULCH AND CARDBOARD CLEAR OF TRUNK BY 4" EXISTING SOIL. SLOPE SIDES OF LOOSENED SOIL. SHEET MULCH WITH 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. PLACE SHEET MULCH LAYERS OVER BERM PER SPECS. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. CENTRAL LEADER SECTION VIEW ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. FINISHED GRADE. 2X ROOTBALL WIDTH NOTES: 1. TREES SHALL BE ROOT BASKET GROWN WITH NO LARGE ROOTS. 2. TREES SHALL HAVE LEAFY LATERALS ALL OVER THE TRUNK FROM TOP TO BOTTOM. 3. LATERALS SHALL NOT BE PRUNED OFF UNTIL 4 YEARS AFTER PLANTING. 4. TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN OBSERVATIONS AND ROOT OBSERVATIONS DETAILS AND SPECIFICATIONS, SEE SPECS. 5. PLACE TREE IN PLANTING HOLE GIVING THE BEST "FACE" TO VIEWING ANGLE. STRAIGHTEN THE TREE IN THE HOLE. 6. SUPPORT TREE BY ROOT BALL, NOT TRUNK. 7. REMOVE NURSERY STAKES, TIES AND TAGS. IF CENTRAL LEADER NEEDS TO BE STRAIGHTENED OR HELD ERECT, IT IS ACCEPTABLE TO ATTACH A 1/2" X 8' BAMBOO POLE TO THE CENTRAL LEADER AND TRUNK. 8. SEE DETAIL 5, SHEET LP501 AND SPECIFICATIONS FOR SHEET MULCH AND MULCH DETAILS INCLUDING COMPOST AND MULCH. 9. INSTALLED TREE STAKES AND TIES TO BE REMOVED AFTER 2 GROWING SEASONS. 10. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL. 1' MIN. PLAN CARDBOARD SLOPE AND SCARIFY SIDES OF PLANTING HOLE SCARIFY ROOTBALL, SIDES AND BOTTOM. DIRECTION OF WIND OR TRAFFIC TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER ROUND THE ROOT BALL TO SETTLE THE SOIL. BACKFILL MIX: AMEND SOIL AS REQUIRED BY SOIL TEST DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. TREE TIES TO BE NON-ABRASIVE RECYCLED CAR TIRE STRAPS. INSTALL SECURELY AT LOWEST POINT NECESSARY TO HOLD TREE UPRIGHT. ALLOW FOR 1-2 INCHES OF TRUNK MOVEMENT/FLEX OF TREE ONCE STAKED. ROOT BALL SHOULD NOT MOVE IN WIND. 2"X10' UNTREATED LODGE POLE PINE STAKES. SET STAKES WITHIN PLANT PIT AND OUTSIDE OF ROOTBALL. PLANTING SOIL AMENDED TOPSOIL CARDBOARD PLACED ON FINISH GRADE COMPOST MULCH 2-4X DIA. ROOTBALL TOP OF ROOT BALL SHALL BE FLUSH WITH TOP OF MULCH. KEEP STEMS CLEAR OF CARDBOARD, MULCH AND COMPOST NOTE : 1. SEE SPECIFICATIONS FOR INSTRUCTIONS AND QUANTITIES FOR SHEET MULCH PLACEMENT. 2. ONE GALLON:INSTALL PLANTS AFTER SHEET MULCH CARDBOARD IS INSTALLED AND SPRAYED WITH WATER. CUT HOLES IN SOFTENED MOIST CARDBOARD TO PLANT. 4" MAXCOMPONENTS OF SHEET MULCH, SEE NOTE 1 AMENDED TOPSOIL COMPACTED AB CONSTRUCTED BY AMERICAN RAMP COMPANY SLOPE AT 3:1 CONSTRUCTED BY AMERICAN RAMP COMPANY NOTES: 1. DURING CONSTRUCTION OF THE PUMP TRACK, AMERICAN RAMP WILL SCRAPE AND REMOVE TOPSOIL WITHIN THE PUMP TRACK AREA AND SAVE IT ONSITE FOR CONTRACTOR USE DURING PLANTING AND FINISH GRADING. 2. FOR SLOPE OF PLANTING SEE GRADING PLAN 3" DEEP LOCAL RECYCLED MULCH. KEEP CARDBOARD AND MULCH CLEAR OF TRUNK BY 4" NOTE: 1. SPREAD MULCH EVENLY WITHIN THE DRIP LINE. DO NOT PILE IT AGAINST THE TRUNK 2. APPLY TWO (2) LAYERS OF RECYCLED FLUTE B CARDBOARD CARDBOARD PLACED ON FINISHED GRADE INSTALL MULCH AND CARDBOARD WITHIN CROWN DRIP LINE a. WET CARDBOARD WHILE APPLYING TO PREVENT IT FROM BLOWING AWAY b. OVERLAP CARDBOARD A MINIMUM OF 12 INCHES c. APPLY THE TWO LAYERS OF CARDBOARD PERPENDICULAR TO ONE ANOTHER TO ENHANCE WEED PROTECTION d. AVOID WALKING ON WET CARDBOARD. TEARS IN CARDBOARD WILL NOT BE ACCEPTED. e. RECYCLE ALL CARDBOARD SCRAPS

PLANTING
DETAILS LP501 34 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK
IMPROVEMENTS 37 L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S TREE PLANTING SCALE: 1/2" = 1'-0" 3 SHRUB PLANTING SCALE: 1 1/2" = 1'-0" 1 TURF PLANTING ON PUMP TRACK SLOPE SCALE: 1 1/2" = 1'-0" 4 MULCH AROUND EXISTING TREE SCALE: 1/4" = 1'-0" 2 1037 1 1
22 33
44 55
66 77
88 99 1010 A A
B B
C CD D
E E
F F
G G
H H
I I
J J 4. FRONT ELEVATION 2. R-H ELEVATION SL SL 6025 mm ROOF 237 1 4 in
2526.8 mm
99 1
2 in
2782 mm
109
1 2 in 3. REAR ELEVATION 1. L-H ELEVATION 5525 mm SLAB 217 1 2 in ROOFING: STRUCTURAL INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 TEK SCREW WITH EPDM SEAL, PAINTED GALVANIZED PROFILE WASHER & EPDM WASHER, SEE MATERIAL AND COLOR SAMPLES BOARD 275.3 mm 10 7 8 in 574.4 mm 22
5 8 in
843.1 mm
33 1
4 in SIGN FRAME WITH BRAILLE & TACTILE SIGNAGE AS PER ADA SEE DETAILS SHEET, G15 CLEAR OPENING AS PER CBC 11B-404.2.3 (B) SLIDING DOOR CLEAR OPENING SERVICE DOOR LOCK MECHANISM: ILCO 201 L/S CYLINDER WITH LOCKWOOD 100 NIGHTLATCH POCKET SLIDING DOOR LOCK MECHANISM: DUNKER MOTOR WITH BRAKE FFL POCKET SLIDING DOOR REINFORCED PC CONCRETE SLAB FFL FFL 2911.6 mm
114
5 8 in STAINLESS STEEL LOUVRE VENTILATION GRILL FFL ACCESSIBLE RESTROOM DOOR SIGN AS PER CBC SECTION 11B-703.7.2.6,1,2,3,4 & 11-B-703.3,1,2 SEE STANDARD DETAILS, G16 130 mm
5 1
8 in 5549 mm OVERALL 218
1 2 in GENERATOR SOCKET WITH CHANGE OVER SWTICH (AS REQUIRED) 3000.5 mm 118 1 8 in
2400 mm
94 1
2 in 2275 mm SLAB 89
5 8 in Drawn by: Approved by: Creation Date: Rev. Finish: Description: Material: Drawing No: SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE Proj: Checked by: Units: Sheet No. Tolerance: Scale: DO NOT SCALE - IF IN DOUBT ASK 26 Paramount Dve Henderson 0610 PO Box 33-256 Takapuna, Auckland T: +64-9-838-8912 F: +64-9-838-8913 R Rev Date. New Zealand Australia Unit 18, 62-66 Newton Rd Wetherill Park PO Box 12 Liverpool NSW 1871 T: +61-2-975-3444 F: +61-2-1-800-105-504 954 Toro St San Luis Obispo CA 93401 PO Box 13310 San Luis Obispo CA 93406 T: (800) 676-5290 or 1-800-303-3506 USA B ASJUP22DD-US1BON 1-H 29/04/2022 5 JUPITER TWIN ACCESSIBLE USA JJG in N.T.S. REF +/-0.5 16/04/2012 EXTERIOR CLADDING: SEE REAR ELEVATION EXTERIOR CLADDING: SEE REAR ELEVATION 1498.6 mm
59 in 899 mm 35
3 8 in 899 mm 35
3 8 in EXTERIOR CLADDING: SEE REAR ELEVATION NOTE: NO BRAILLE ON SIGNS OR BUTTONS BETWEEN FFL & 48" ABOVE FFL 385 mm 15 1 8 in 385 mm 15
1 8 in 4° 2309 mm 90
7 8 in LED LIGHT, SEE EXTERIOR LIGHTING BOARD EXTERIOR CLADDING: FUTUREWOOD BATTENS EXTERIOR AND COMPRESSED SHEET FIXED WITH CLASS 4 TEK SCREWS TO SUPAGAL RHS FRAMING JOINS SEALED WITH BUTYL INSEAL TAPE, SEE MATERIAL AND COLOR SAMPLES BOARD VENTILATION GRILL SEE R-H ELEVATION REINFORCED PC CONCRETE SLAB METECNOSPAN® PIR ROOF PANELS 11 22
33 44
55 66
77 88
99 1010 A A
B B
C C
D D
E E
F F
G G
H H
I I
J J FLOOR PLAN SERVICE AREA ADA COMPLIANT RESTROOM ADA COMPLIANT RESTROOM Ø1524 mm Ø60 in Ø1524 mm Ø60 in DIAPER/SANITARY DISPOSAL BIN SENSOR OPERATED WASH BASIN FLOOR GRATE PAPER DISPENSER UNDER BASIN AS PER CBC 11B-306 KNEE TOE CLEARANCE 1640 mm I/S
64 5
8 in
1640 mm I/S
64 5
8 in 2162.9 mm I/S 85
1 8 in 2162.9 mm I/S 85
1 8 in SL SL CONTROL BOX (60A, 120/240V SPLIT)
ADETAIL A FLOOR GRATE SURFACE ( 1 : 3 ) DOMINANT DIRECTION OF TRAVEL 17 1
8 in 762 mm 30 in
1219.2 mm
48 in 919 mm 36
1 8 in S/S RECESSED BABY CHANGE TABLE
457.2 mm
18 in
457.2 mm
18 in TOILET PAN AS PER 2019 CBC, §604.2 27
3 4 in 27
3 4 in SERVICE DOOR
17 1
8 in WHITE TILE INTERIOR WALLS Drawn by: Approved by: Creation Date: Rev. Finish: Description: Material: Drawing No: SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE Proj: Checked by: Units: Sheet No. Tolerance: Scale: DO NOT SCALE - IF IN DOUBT ASK 26 Paramount Dve Henderson 0610 PO Box 33-256 Takapuna, Auckland T: +64-9-838-8912 F: +64-9-838-8913 R Rev Date. New Zealand Australia Unit 18, 62-66 Newton Rd Wetherill Park PO Box 12 Liverpool NSW 1871 T: +61-2-975-3444 F: +61-2-1-800-105-504 954 Toro St San Luis Obispo CA 93401 PO Box 13310 San Luis Obispo CA 93406 T: (800) 676-5290 or 1-800-303-3506 USA B ASJUP22DD-US1BON 1-H 29/04/2022 6 JUPITER TWIN ACCESSIBLE USA JJG in N.T.S. REF +/-0.5 16/04/2012 A-A
B7 902.5 mm CLEAR 35
1 2 in 902 mm CLEAR 35
1 2 in B-BB8 DISPOSAL BIN OPENS FROM REAR (CLEANER ACCESS FROM SERVICE AREA) SECTION E-E DOOR THRESHOLD PC CONCRETE FLOOR SLAB FLOOR DRAIN FLOOR TILES DOOR JAMB 47 1 4 in THESHOLD
(1
2 MAX.) AS PER CBC 11B-404.2.5 B6 E-E 177.8 mm 7 in 177.8 mm 7 in LINE OF PAPER DISPENSER AS PER CBC 11B-604.7 14.6 mm 5 8 in PROTRUSION INTO CIRCULATION PATH AS PER CBC, 11B-307.2 PROTRUSION LIMITS LINE OF BABY CHANGE TABLE AS PER CBC 11B-226.4 BABY CHANGE TABLES KNURLED STAINLESS STEEL GRAB BAR 812.8 mm 32 in POSITION OF INTERNAL LED LIGHT -SEE B7, B8 & B10 LED LIGHT FOR SERVICE AREA GENERATOR SOCKET WITH CHANGE OVER SWTICH (AS REQUIRED) WHITE TILE INTERIOR WALLS 5551 mm CLADDING 218 1 2 in 56 mm
2 1
4 in

5.5 mm
1 4 in

5.5 mm
1 4 in TOTAL FLOOR PLAN: 137.70 SF

PRE-MANUFACTURED
RESTROOM SCHEMATICS ZA101 35 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S NOTE: 1. RESTROOM DOES NOT HAVE WINDOWS. 2. SEE BUILDING ELEVATIONS: RESTROOM FOR DOOR INFO 1. INFORMATION PROVIDED FOR CONTRACTOR REFERENCE. ACTUAL DRAWINGS PROVIDED BY MANUFACTURER AS PART OF PURCHASING PROCESS. NOTE: 1038

PRE-MANUFACTURED

STAGE SHADE STRUCTURE
SCHEMATICS ZB101 36 NORTH 0 10 20 40 1" = 20'-0" All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S 1. INFORMATION PROVIDED FOR CONTRACTOR REFERENCE. ACTUAL DRAWINGS PROVIDED BY MANUFACTURER AS PART OF PURCHASING PROCESS. NOTE: PREFERRED LASER CUT PATTERN 1039 Freestanding Play (5-12 years) Max Fall Height: 105 inches UNLESS OTHERWISE NOTED ON PLAN. The play components identified on this plan are IPEMA certified. (Unless model number is preceded with *) The use and layout of these components conform to the requirements of ASTM F1487. To verify product certification, visit www.ipema.org REQUIRED REQUIRED TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER REQUIRED TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP REQUIRED TOTAL ELEVATED PLAY COMPONENTS 601 7th STREET SOUTH - P.O. BOX 198 PH: 1-800-328-0035 FAX: 1-763-972-6091 DELANO, MINNESOTA 55328 SURFACING AREA OF ACCESSIBLE/PROTECTIVE (POURED-IN-PLACE SUGGESTED) SAFETY COMMISSION'S (CPSC) IT IS THE MANUFACTURER'S OPINION AND INTENT THAT THE LAYOUT OF THESE COMPONENTS CONFORM WITH THE "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY". U.S. CONSUMER PRODUCT LANDSCAPE STRUCTURES, INC. COPYRIGHT: DESIGNED BY: DRAWING #: SYSTEM TYPE: THIS PLAY AREA DOES CONFORM TO IT IS THE MANUFACTURERS OPINION THAT THE A.D.A. ACCESSIBILITY STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, AS INDICATED, OR WITHIN THE ENTIRE USE ZONE. THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGES CHOOSE A PROTECTIVE SURFACING MATERIAL THAT HAS A CRITICAL HEIGHT VALUE TO MEET THE MAXIMUM FALL HEIGHT FOR THE EQUIPMENT (REF. ASTM F1487 STANDARD CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USE, SECTION 8 CURRENT REVISION). THE SUBSURFACE MUST BE WELL DRAINED. IF THE SOIL DOES NOT DRAIN NATURALLY IT MUST BE TILED OR SLOPED 1/8" TO 1/4" PER FOOT TO A STORM SEWER OR A "FRENCH DRAIN". THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TO CONSTRUCTION, DETAILED SITE INFORMATION INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING UTILITIES, SOIL CONDITIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED, & UTILIZED IN THE FINAL DESIGN. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATION OF ALL EXISTING UTILITIES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SHOULD NOT FACE THE HOT AFTERNOON SUN. THIS LAYOUT INCLUDES FITNESS EQUIPMENT FOR USERS AGES 13 AND OLDER. IT IS THE MANUFACTURERS OPINION AND INTENT THAT THE USE AND LAYOUT OF THESE COMPONENTS CONFORM WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARD, ASTM F3101.

N 0' 1' 5' 10' SCALE: IN FEET 192455 HEALTHBEAT CARDIO STEPPER DESIGNED FOR AGES 13 YEARS AND OLDER TRAINING ZONE 192456 HEALTHBEAT CHEST/BACK PRESS DESIGNED FOR AGES 13 YEARS AND OLDER TRAINING ZONE 192451 HEALTHBEAT AB CRUNCH/LEG LIFT DESIGNED FOR AGES 13 YEARS AND OLDER TRAINING ZONE 192457 HEALTHBEAT ELLIPTICAL DESIGNED FOR AGES 13 YEARS AND OLDER TRAINING ZONE 192461 HEALTHBEAT SQUAT PRESS DESIGNED FOR AGES 13 YEARS AND OLDER TRAINING ZONE 192452 HEALTHBEAT ASSISTED ROW/PUSH-UP DESIGNED FOR AGES 13 YEARS AND OLDER TRAINING ZONE 192453 HEALTHBEAT PARALLEL BARS DESIGNED FOR AGES 13 YEARS AND OLDER

TRAINING ZONE
® 182503 WELCOME SIGN (LSI PROVIDED) 5-12 YEARS TOWER DB ONLY PLAYODYSSEY 165596 W/8 220" STEEL POST @ 34" BURY 144 72 40 STEEL END PANELS 152907 DECK LINK W/BARRIERS & THREE STEPS 165827 TOWER TURBOTWISTER W/PIPE BARRIER 144"DECK DB ONLY 32 24 16 W/WOOD-GRAIN LOG STEPPER 175574 1 HANDLOOP 28 18 8 8 185852 TRANSFER STEP 120901 GRAB BAR 175180 MUSHROOM STEPPER W/RECYCLED WOOD-GRAIN PANEL DB ONLY10 20 173596 LOG BALANCE BEAM 207581 THE ASCENT ROCK CORKSCREW W/RECYCLED 172666 HANDHOLDS WOOD-GRAIN RECYCLED WOOD-GRAIN 169319 LUMBER PANEL 165824 TOWER BUBBLE PANEL 144"DECK 165824 TOWER BUBBLE PANEL 144"DECK 165824 TOWER BUBBLE PANEL 144"DECK 165824 TOWER BUBBLE PANEL 144"DECK 165960 TOWER PIPE BARRIER 144"DECK 165960 TOWER PIPE BARRIER 144"DECK 145624 VERT. ASCENT 169317 FIREPOLE W/RECYCLED WOOD-GRAIN HANDHOLDS 169318 WOOD PLANK WIGGLE LADDER 173567 MARBLE PANEL 118089 LOOP SEAT 222710 12' TOWER WHOOSHWINDER W/PIPE BARRIER 160420 PEAK NATURAL CLIMBER (DIRECT BURY ONLY) 32 186579 ACORN SEAT 186579 ACORN SEAT 177718 RAIN SOUND WHEEL PANEL18 173908 LOG STEPPER 18" HEIGHT 28 173909 LOG STEPPER 28" HEIGHT 18 173908 LOG STEPPER 18" HEIGHT 8 173907 LOG STEPPER 8" HEIGHT K.P.1 K.P.1 K.P.1 6"/8" RISE KICKPLATE (K.P.1) QTY. ( ) 3

PRE-MANUFACTURED

PLAYGROUND EQUIPMENT
SCHEMATICS ZC101 37 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF

SHIELDS-REID PARK

IMPROVEMENTS
37 SHEETS
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S PLAY AREA, AGES 5-12 YEARS NATURE PLAY AREA, ALL AGES WITH ZIP LINE FITNESS EQUIPMENT 1. INFORMATION PROVIDED FOR CONTRACTOR REFERENCE. ACTUAL DRAWINGS PROVIDED BY MANUFACTURERS AS PART OF PURCHASING PROCESS. NOTE: 1040 Shields-Reid Park Improvements
ADDENDUM NO. 1
March 15, 2024
To: All Prospective Bidders
The clarifications, additions, and/or deletions contained in this Addendum shall be part of the Bid. The Bid Documents are revised as follows:

1. Revisions to Plan Documents:

1. G003
a. Calgreen notes added.

2. CD101
a. Sidewalk replacement on Alamo Ave shown with Legend added to clarify demolition extents.

3. CH101
a. Retaining wall called out with detail reference
b. Legend and hatch added to show ADA accessible pathway

4. CG101
a. Spot elevations added to north west playground area.

5. CU101
a. Drainage system elevations added.

6. E101
a. Separate building entries for Electrical now shown
b. Wiring and conduit updated.
c. Typical Building Entry detail added (Detail 2)

7. CG102
a. Depth of Bioretention 2 Section updated.

8. CG501
a. Pull Box Detail relocated on sheet.
b. Lighting Detail now includes BUG ratings and pull box detail reference. c. Uplighting detail added.

9. CG502
a. Backwater Overflow Device and Backcheck Valve 6” detail added 1041

10. LC001
a. Fitness equipment sheet references added

11. LC101
a. Fitness equipment sheet references added
b. Callouts for fitness area safety surfacing added
c. Prop 68 sign callout added

12. LC501
a. Detail 2 Vehicular Concrete Paving: Rebar added
b. Detail 8 Guardrail: Post embed depth clarified

13. LC503
a. Detail 5 Removeable Bollard: additional note added

14. LC504
a. Detail 2 Prob 68 Sign detail added

15. LI001
a. New controller changed to Calsense

16. ZA101
a. Restroom plans updated with the 2024 plans from the manufacturer.

2. Revisions to Technical Specifications:

1. TOC
a. 02 41 00 Demolition – noting Demolition section has been updated b. Appendices
i. Restroom Plans have been updated
ii. Pitching and Musician Sculptures Plans and Structural Calculations have been updated

2. 02 41 00 Demolition
a. 1.03 Submittals has been added
b. 1.04.C has been added
c. 3.07 Excavated Soil and Land Clearing Debris has been added

3. Instructions for use of City’s Certified Payroll Reporting System LCP Tracker

4. List of construction trade firms with Richmond address IMPORTANT: You must acknowledge this Addendum in the Contractor’s Bid Form or your bid will be deemed non-responsive.
1042
NOTES G003 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S 1. ALL MASS GRADING SHALL BE PERFORMED UNDER THE STRICT SUPERVISION OF THE PROJECT GEOTECHNICAL ENGINEER, AND SHALL BE IN CONFORMANCE WITH THE SITE SPECIFIC GEOTECHNICAL REPORT. MASS GRADING SHALL INCLUDE DEMOLITION, CLEARING AND GRUBBING, TREE REMOVAL, REMEDIAL GRADING (BUTTRESSING, KEYWAYS, SUBDRAINS), SUB-EXCAVATION AND COMPACTION OF FILL AREAS, CUTTING HIGH AREAS AND STREETS, PLACING AND COMPACTION OF FILL ON LOW AREAS AND STREETS, HAUL ROAD CONSTRUCTION AND REMOVAL, FINISHED GRADING OF SITE TO A TOLERANCE OF ± 0.1 FEET, UNDER-CUTTING OF STREETS SUFFICIENT TO ACCOMMODATE UTILITY SPOILS, HAULING, PLACEMENT, COMPACTION OR STOCKPILING OF UTILITY SPOILS AS REQUIRED, IMPORT, PLACEMENT AND COMPACTION OF SOILS AS REQUIRED TO BALANCE THE SITE AND EXCAVATION FOR MASONRY. 2. IF, AT ANY TIME DURING GRADING OPERATIONS, ANY UNFAVORABLE GEOLOGICAL CONDITIONS ARE ENCOUNTERED, GRADING IN THAT AREA WILL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE OBTAINED. 3. ALL DEBRIS, EXCESS SOIL, AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT APPROVED DISPOSAL SITES AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE. 4. ALL FILL SOILS OR SOILS DISTURBED OR OVER-EXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED PER THE REQUIREMENTS OF THE SOIL REPORT BUT NOT LESS THAN 90% MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557. 5. ALL GRADED BANK TOPS AND TOES SHALL BE ROUNDED. 6. THE PROPOSED GRADE AS SHOWN IN THE DRAWINGS IS THE FINISH GRADE AND NOT THE ROUGH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE TO ACCOMMODATE FOR THE THICKNESS OF THE TOP SECTIONS (ROADWAY, CONCRETE, TOPSOIL, ETC.) TO ARRIVE AT THE ROUGH GRADE ELEVATION. THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL ADJUSTMENTS TO ACCOMMODATE TRENCH OR FOUNDATION SPOILS, OR ITEMS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 7. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS. 8. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED BY CONTRACTOR 48 HOURS AHEAD OF GRADING TO REVIEW THAT TREE PROTECTION MEASURES ARE ADEQUATELY INSTALLED. 9. ASPHALT PAVEMENT SHALL BE CONSTRUCTED IN AT LEAST TWO LIFTS, AND THE SECOND LIFT SHALL BE A MINIMUM OF 2 INCHES AND SHALL BE PLACED ONLY AFTER THE CONSTRUCTION OF SITE IMPROVEMENTS AND BUILDING CONSTRUCTION HAVE BEEN SUBSTANTIALLY COMPLETED. THE FINAL PAVEMENT SURFACE SHALL BE FREE OF GOUGES, PATCHES, OR OTHER DEFECTS TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO ACCEPTANCE OF SITE IMPROVEMENTS. GRADING NOTES 1. ALL WATER LINES SHALL BE INSTALLED WITH 36” MINIMUM COVER FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 2. THRUST BLOCKS SHALL BE INSTALLED AT WATERLINE HORIZONTAL AND VERTICAL BENDS, TEES, CAPPED ENDS AND REDUCERS ACCORDING TO THE DETAILS PROVIDED ON THESE PLANS. 3. ALL METAL PIPES AND PIPE FITTINGS (E.G., VALVES, BOLTS, FLANGE JOINTS, JOINT HARNESSES, FLEXIBLE COUPLINGS, ETC.) SHALL BE PROTECTED AGAINST CORROSION. 4. PIPE SLOPES AND DISTANCES SHOWN ON PLANS ARE FROM THE CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF RICHMOND/VEOLIA HOURS PRIOR TO STARTING ANY SEWER WORK. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF RICHMOND/VEOLIA IMMEDIATELY OF ANY CONFLICT BETWEEN SEWERS AND OTHER UNDERGROUND FACILITIES. 7. CLEANING, TESTING, AND TELEVISING OF SEWER FACILITIES WILL BE REQUIRED PRIOR TO ACCEPTANCE. 8. MANHOLE FRAMES AND COVERS AND ALL OTHER UTILITY FRAMES AND COVERS LOCATED WITHIN PAVED AREAS SHALL BE BROUGHT TO FINISH GRADE AFTER PAVING. RIM GRADES, WHERE SHOWN, ARE APPROXIMATE. CONTRACTOR TO ADJUST RIM GRADE TO CONFORM WITH INSTALLED PAVING. UTILITY NOTES 3 1. STORM DRAIN STRUCTURE STATIONS AND OFFSETS ARE TO THE CENTER OF STRUCTURE AT THE FACE OF CURB. 2. STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM CONDITIONS OF CONSTRUCTION. STORM DRAINAGE NOTES ON AUGUST 9, 2023 MEETING, THE CITY OF RICHMOND DESIGN REVIEW BOARD VOTED TO APPROVE THE DESIGN REVIEW PERMIT FOR THE SHIELDS-REID PARK IMPROVEMENTS PROJECT, SUBJECT TO THE CONDITIONS OF APPROVAL LISTED BELOW: 1. DEVELOPMENT IS TO BE CONSTRUCTED IN COMPLIANCE WITH THE PROJECT PLANS SUBMITTED TO THE PLANNING DIVISION ON JUNE 28, 2023, BY PLACEWORKS. ANY MODIFICATIONS SHALL BE REVIEWED BY THE ZONING ADMINISTRATOR WHO SHALL DETERMINE WHETHER THE MODIFICATION REQUIRES ADDITIONAL APPROVAL. 2. ALL DESIGN REVIEW CONDITIONS OF APPROVAL SHALL BE PRINTED ON THE INFORMATIONAL PAGE OF THE FINAL CONSTRUCTION PLANS SUBMITTED FOR BUILDING PERMITS, ALONG WITH ANNOTATIONS BY THE APPLICANT OF WHERE THE CONDITIONS HAVE BEEN MET ON THE DRAWINGS. ALL CONDITIONS OF APPROVAL SHALL BE ON ALL GRADING AND CONSTRUCTION PLANS, WHICH SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES. IT IS THE RESPONSIBILITY OF THE BUILDING DEVELOPER TO ENSURE THAT THE PROJECT CONTRACTOR AND CONSTRUCTION CREW IS AWARE OF AND ADHERES TO ALL CONDITIONS OF APPROVAL. 3. PRIOR TO ISSUANCE OF ANY BUILDING PERMIT, THE APPLICANT SHALL DEMONSTRATE THAT ALL EXTERIOR LIGHTING HAS BEEN DESIGNED AND LOCATED SO THAT ALL DIRECT LIGHT IS CONFINED TO THE PROPERTY AND IS SATISFACTORY TO THE PLANNING AND BUILDING REGULATIONS SERVICES DIRECTOR OR HIS/HER DESIGNEE. FIXTURES SHALL BE APPROPRIATE TO THE STYLE AND SCALE OF THE ARCHITECTURE. THE TOP OF THE FIXTURE SHALL NOT EXCEED THE HEIGHT OF THE PARAPET OR ROOF OR EAVE OF ROOF. NO LIGHTS SHALL BE GREATER THAN 3,000K LED. RESPONSE: THE ELECTRICAL PLAN AND DETAILS ARE CONSISTENT WITH THESE REQUIREMENTS. 4. THE APPLICANT SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF RICHMOND PUBLIC SERVICES/ENGINEERING DEPARTMENT FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. ALL CURB, GUTTER, AND SIDEWALK REPLACEMENT SHALL CONFORM TO CITY OF RICHMOND STANDARDS. SHOULD ANY INFRASTRUCTURE BE DAMAGED OR DESTROYED AS A RESULT OF THE CONSTRUCTION OF THE PROJECT, THE APPLICANT SHALL BE RESPONSIBLE FOR RETURNING THE INFRASTRUCTURE TO AN ACCEPTABLE CONDITION AS DETERMINED BY THE CITY OF RICHMOND PUBLIC WORKS DIRECTOR. 5. ALL NEW ELECTRICAL LINES AND CONNECTIONS TO THE SITE SHALL BE UNDER GROUNDED TO THE SATISFACTION OF THE CITY ENGINEER AND PLANNING AND BUILDING SERVICES DIRECTOR. 6. ANY RELOCATION OF EXISTING IMPROVEMENTS OR PUBLIC UTILITIES SHALL BE ACCOMPLISHED UNDER THE DIRECTION OF THE CITY OR IMPACTED UTILITY COMPANY’S REQUIREMENT AT NO EXPENSE TO THE CITY OR UTILITY COMPANY. 7. THE APPLICANT SHALL REPAIR ALL DAMAGED SIDEWALK, PAVEMENT, EXISTING CURB AND GUTTER ALONG THE PROJECT FRONTAGE TO THE SATISFACTION OF THE PLANNING AND BUILDING SERVICES DIRECTOR AND CITY ENGINEER PRIOR TO OCCUPANCY. THE APPLICANT SHALL REPLACE ANY DAMAGED LANDSCAPING, IMPROVEMENTS, OR STREET IMPROVEMENTS CAUSED BY THE INSTALLATION OF UTILITY SERVICES AND CONSTRUCTION OF THE PROJECT TO THE SATISFACTION OF THE CITY ENGINEER AND PLANNING AND BUILDING SERVICES DIRECTOR. 8. FAILURE TO ABIDE AND FAITHFULLY COMPLY WITH ANY AND ALL CONDITIONS ATTACHED TO THIS APPROVING ACTION SHALL CONSTITUTE GROUNDS FOR THE REVOCATION OF SAID ACTION BY THE RICHMOND DESIGN REVIEW BOARD OR OTHER DESIGN REVIEW AUTHORITY. 9. DESIGN REVIEW APPROVAL SHALL EXPIRE TWO YEARS FROM THE DATE OF FINAL APPROVAL, UNLESS MADE PERMANENT BY THE ISSUANCE OF BUILDING PERMITS AND THE COMMENCEMENT OF CONSTRUCTION. IF THE USE(S) OR STRUCTURE(S) APPROVED BY THIS ACTION IS NOT ESTABLISHED WITHIN SUCH PERIOD OF TIME, THIS APPROVAL SHALL BE TERMINATED AND SHALL, THEREAFTER, BE NULL AND VOID, UNLESS THE APPLICANT OR OWNER APPLIES FOR AN EXTENSION OF TIME PRIOR TO EXPIRATION OF THE DESIGN REVIEW APPROVAL. 10. THE APPLICANT AGREES, ON BEHALF OF HIMSELF, HIS SUCCESSOR IN INTEREST AND ASSIGNS, TO DEFEND, INDEMNIFY, AND HOLD HARMLESS THE CITY, ITS COUNCIL, PLANNING COMMISSION, ADVISORY BOARDS, OFFICERS, EMPLOYEES, CONSULTANTS AND AGENTS (HEREINAFTER "CITY") FROM ANY CLAIM, ACTION OR PROCEEDING (HEREINAFTER "PROCEEDING") BROUGHT AGAINST THE CITY TO ATTACK, SET ASIDE, VOID OR ANNUL THE CITY'S ACTIONS REGARDING ANY DEVELOPMENT OR LAND USE PERMIT, APPLICATION, LICENSE, DENIAL, APPROVAL OR AUTHORIZATION, INCLUDING, BUT NOT LIMITED TO, VARIANCES, USE PERMITS, DEVELOPMENTS PLANS, SPECIFIC PLANS, GENERAL PLAN AMENDMENTS, ZONING AMENDMENTS, APPROVALS AND CERTIFICATIONS PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND/OR ANY MITIGATION MONITORING PROGRAM, OR BROUGHT AGAINST THE CITY DUE TO ACTS OR OMISSIONS IN ANY WAY CONNECTED TO THE APPLICANT'S PROJECT, BUT EXCLUDING ANY APPROVALS GOVERNED BY CALIFORNIA GOVERNMENT CODE SECTION 66474.9. THIS INDEMNIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGES, FEES AND/OR COSTS AWARDED AGAINST THE CITY, IF ANY, AND COSTS OF SUIT, ATTORNEY’S FEES AND OTHER COSTS, LIABILITIES AND EXPENSES INCURRED IN CONNECTION WITH SUCH PROCEEDING WHETHER INCURRED BY APPLICANT OR CITY. IF APPLICANT IS REQUIRED TO DEFEND THE CITY AS SET FORTH ABOVE, THE CITY SHALL RETAIN THE RIGHT TO SELECT THE COUNSEL WHO SHALL DEFEND THE CITY. 11. FENCING: FENCING SHALL REMAIN LOW, OPEN AND WITH A FLAT RAIL ON TOP. FENCING SHALL BE MINIMAL AND FOCUSED ON THE CHILDREN’S PLAY AREA AND SUFFICIENT FOR KEEPING OUT DIRT BIKES FROM ENTERING THE PARK. RESPONSE: FENCING WILL BE 4' AND WILL MATCH PERIMETER FENCING FOR THE REST OF THE PARK WITH THE ADDITION OF A FLAT RAIL ON TOP. THE PRIMARY AREA OF FENCING WILL BE ALONG CHERRY AND ALAMO TO PREVENT DIRT BIKES FROM ENTERING PARK TO RIDE THE PUMP TRACK AND TO ENCLOSE THE NATURE PLAY AREA AT THE SOUTHWEST CORNER. DESIGN REVIEW BOARD CONDITIONS FOR APPROVAL 1. PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH 2022 CALGREEN CODE. 2. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: 2.1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SEAQMD RULE 1168 VOC LIMITS, AS SHOWN IN 2022 CALGREEN BUILDING STANDARDS CODE TABLES 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW. 2.2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507 3. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOE LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN IN 2022 CALGREEN BUILDING STANDARDS CODE TABLE 5 5044.31 UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 5.504.4.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOE LIMIT IN TABLE 5.504.4.3 SHALL APPLY. CALGREEN 1 ADDENDUM 1 3/5/24
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A. FOOTINGS
B. TRENCH SPOILS
C. CLEARING AND GRUBBING INCLUDING REMOVAL OF EXISTING PAVEMENT SECTIONS OR UNACCEPTABLE SOILS D. BULKING OR SHRINKAGE
E. OVER-EXCAVATION AND RE-COMPACTION
F. TOPSOIL
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AND POWER CONDUIT SHALL HAVE
SEPARATE BUILDING ENTRIES. SEE
SPECS AND DETAIL 2, THIS SHEET.
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
4- #4 STAGE TO 100 AMP SUBPANEL
PROVIDE 5 OUTLETS WITH 3- #12 AWG
IN 3" CONDUIT
100 AMP
120-240V

RAISED STAGE

NATURE PLAY AREA RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA

STAGE RECEPTACLE WITH FLUSH
TAMPER PROOF ENCLOSURE, TYP.

SEE DETAIL SHEET
1 2
" CONDUIT FROM

OVERHEAD RECEPTACLE
DIRECT BURY 1" CONDUIT FROM
CONTROLLER TO FLOW SENSOR.

SEE IRRIGATION PLAN. (273 LF)
ART LIGHT- 2
ART LIGHT- 1
ART LIGHT- 3
ART LIGHT- 4
PED LIGHT- 18
PED LIGHT- 19
3- 12 AWG THHN LIGHTING
1" CONDUIT OPEN TRENCH CONDUIT

PER DETAIL SHEET

SAWCUT AND REPLACE CURB TO
NEAREST JOINT FOR UTIL. TRENCH

REMOVE AND REPLACE

CHAINLINK FENCE MESH TO

NEAREST POSTS FOR TRENCH

REMOVE AND REPLACE

CHAINLINK FENCE MESH TO
APPROXIMATE EX. PANEL NEAREST POSTS FOR TRENCH
LOCATION. INSTALL 200 AMP 2 POLE

BREAKER IN THE EXISTING PANEL

FOR THE STAGE SUBPANEL

TYPE III-AF PANEL PER
CALTRANS STD PLAN ES-2C
PROTECT IN PLACE EX. NORTH FIELD

IRRIGATION CONTROLLER

MOUNT NEW PTZ CAMERA, TO BE PROVIDED
BY CITY, ONTO EX. 45' CCTV POLE. MOUNTING

DETAILS TO BE SUBMITTED BY CONTRACTOR'S

FOR ENGINEER'S APPROVAL

CONNECT CAMERA DATA CABLE TO
EX. BUILDING PANEL IN 1" CONDUIT KELSEY STREET
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT
3- 12 AWG THHN VIDEO
1" CONDUIT
3-12 AWG THHN VIDEO
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT

EXISTING PG&E

TRANSFORMER
M
3P-400 A
2P-200
PANEL
A
2P-200
PANEL
B
2P-150
PANEL
C
3P-50 3P-30

EXISTING MAIN SWITCH BOARD
400A, 120/2408V, 3Ø 4W

EXISTING PG&E
METER

PG&E ELECTRICAL

SERVICE
SUPPLY

FAN FAN
1P-20
SCORE
BOARD
1P-20
MEN'S
HD
1P-20

WOMEN'S
HD
1P-15
PC
C

PHOTOCONTROL
2P-30
EX.

LIGHTING
2P-100
STAGE
2P-100
REST
ROOM
1P-15
PC
C

PHOTOCONTROL
1P-30
PR.

LIGHTING

INSTALL NEW STAGE SUBPANEL

INTO EXISTING SWITCH BOARD
1P-20
IRR.

CNTR.
2 POLE 200 A, 120/240 V

CONNECT VIDEO TO SPARE
CIRCUIT #1, 1 POLE, 20 AMPS

PLACE ALL WEATHER

NEMA ENCLOSURE

PLACE GALVANIZED

RIGID STEEL CONDUIT

CONDUIT CLAMP WITH TWO
3 16" MASONRY ANCHORS

BUILDING FACADE
PVC TO RGS ADAPTER.

PLACE NO MORE THAN 4"

ABOVE GRADE
SCHEDULE 80 ELBOW

CONDUIT
TYPICAL BUILDING ENTRY 2

EXISTING GRADE
A
24"± FIELD VERIFY 48" MAX 36" MAX
A

SECTION A

NO SCALE

OUTSIDE

PLACE ALL WEATHER
24x12x6 NEMA ENCLOSURE
PLACE 24x12x6

NEMA ENCLOSURE
PLACE

INTERMEDIATE

METAL CONDUIT
SEE NOTE 1
NOTES

1. X-RAY BUILDING WALL TO DETERMINE LOCATION OF REBAR.

CORE ±4.75"Ø HOLE IN A LOCATION TO AVOID
REINFORCEMENT. STUB GALVANIZED CONDUIT AND SEAL
ANNULAR SPACE WITH 3M FIRE BARRIER WATER TIGHT
SEALANT 3000WT OR EQUAL. PROVIDE 4-HOUR RATING.

ELECTRIC CONDUCTOR

OR DATA CABLE

USE THREADED CONDUIT

TO NEMA ENCLOSURE
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

Richmond Contra Costa County California 121 PARK PLACE RICHMOND, CA 94801 PHONE: (415) 883-9850 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET ELECTRICAL PLAN
E101
NORTH
0 10 20 40
1" = 20'-0"
SINGLE-LINE DIAGRAM 1
1 1
1 ADDENDUM 1 3/5/24
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1. UTILITY TRENCH CONSTRUCTION SHALL

CONFORM TO THE RECOMMENDATIONS OF
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2. EXCAVATE FOR BELLS OR HUBS SO FULL
LOAD IS CARRIED BY PIPE BARRELS.

3. BEDDING AND COVER: SAND OR FINE
GRAVEL WITH LESS THAN 10% FINES.

4. BEDDING SHALL BE PLACED IN A MANNER

SUCH AS SLICING, SHOVEL-SPADING, OR

SHOVEL RODDING TO ENSURE COMPLETE
FILLING OF THE "HAUNCH AREAS" BELOW
THE PIPE. JETTING IS NOT PERMITTED

5. SUBGRADE TO BE FREE OF PROTRUDING
OBJECTS.

6. BACKFILL MAY BE NATIVE SOIL THAT MEETS

THE CRITERIA FOR FILL AS DESCRIBED IN
THE GEOTECHNICAL REPORT.

7. WHERE LESS THAN 18" BETWEEN BOTTOM
OF PAVING SECTION (I.E. BOTTOM OF A.B.)

AND TOP OF COVER, BACKFILL TO BE

CONTROLLED DENSITY FILL (CDF)

8. TRENCH SUBGRADE SHALL BE PREPARED IN

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3. BEDDING AND COVER: SAND OR FINE
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THE GEOTECHNICAL REPORT.

7. WHERE LESS THAN 18" BETWEEN BOTTOM
OF PAVING SECTION (I.E. BOTTOM OF A.B.)

AND TOP OF COVER, BACKFILL TO BE

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8. TRENCH SUBGRADE SHALL BE PREPARED IN

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LANDSCAPE

CONSTRUCTION AND
MATERIALS LEGEND LC001
1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof. BID SET Richmond Contra Costa County California
2040 BANCROFT WAY #400
BERKELEY, CA 94704
PHONE: (510) 848-3815 Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/9/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S PLAY & FITNESS EQUIPMENT ( ) LETTER REFERENCE DESCRIPTION ZC101 PLAY EQUIPMENT AGES 5-12: DESIGN #1173347-02-03 ZC101 FITNESS EQUIPMENT A: - FAZ50101 CUSTOM VARIANT - FAZ50101 CUSTOM VARIANT - FAZ51100 CUSTOM VARIANT - FAZ52100 CUSTOM VARIANT - FAZ52100 CUSTOM VARIANT - FAZ60300 CUSTOM VARIANT - FAZ60100 CHEST PRESS CUSTOM VARIANT - FAZ60200 PULL DOWN CUSTOM VARIANT - FSW10401-0901 COMBI 4 PRO - ORANGE IN-GROUND 90CM ZC101 FITNESS EQUIPMENT B: - FAZ10800-0901 MAGNETIC BELLS COMPACT COLOR: ORANGE RAL 2010 IN-GROUND. - FSW21001-0901 TRIPPLE PARALLEL BARS, HIGH COLOR: ORANGE, IN-GROUND. ZC101 LANDSCAPE STRUCTURES, ZIPKROOZ 3833 ZC101 COLUMBIA CASCADE, TIMBERCRAFT 1501 FULL-ROUND STEPPERS A
BC
D
E PUBLIC ART ( ) NUMBER DESCRIPTION CONTRACTOR SCOPE OF WORK MOSAIC NONE MURAL NONE VERTICAL SCULPTURE CONSTRUCTION OF FOOTINGS AND PLACEMENT OF SCULPTURE BASE PROVIDED BY ARTIST AS SHOWN IN DRAWINGS IN APPENDIX F. SUPPORT EMBEDDING SCULPTURAL PLATE IN CONCRETE PAVING WITH DECORATIVE FINISH AND PROTECT IN PLACE DURING FINISH WORK. STAGE ART NOTIFY ARTIST WHEN STAGE CONSTRUCTION HAS BEEN COMPLETED FOR ARTIST TO INSTALL TO FINISHED STRUCTURE AS SHOWN IN CONCEPT DRAWINGS IN APPENDIX H. PITCHING SCULPTURE SET CONSTRUCTION OF FOOTINGS AND PLACEMENT OF SCULPTURE BASE PROVIDED BY ARTIST AS SHOWN IN DRAWINGS IN APPENDIX G. MUSICIAN SCULPTURE SET CONSTRUCTION OF FOOTINGS AND PLACEMENT OF SCULPTURE BASE PROVIDED BY ARTIST AS SHOWN IN DRAWINGS IN APPENDIX G. 1 2
3 45A5B NOTE: ART PIECES 3, 5A, AND 5B TO INCLUDE A SIGN INDICATING THAT THE PUBLIC SHALL NOT CLIMB ON STRUCTURES. 18 MATERIALS LEGEND DETAIL REFERENCE QUANTITY SYMBOL TYPE MANUFACTURER / SUPPLIER MODEL NOTES SITE FURNISHINGS 2/LC503
2 BIKE RACK MADRAX WINGRA BIKE RACK 2 BIKE CAPACITY WBR-2-IG(SF), COLOR: POWDERCOATED BLACK, MOUNTING: DIRECT BURY INSTALL PER MANUFACTURER'S INSTRUCTIONS. 8/LC502
9 LOG SEATING TIMBERCRAFT 2216 FULL-ROUND LOG SEAT, IN-GROUND MOUNT. /LC502 1 TRASH RECEPTACLE LANDSCAPEFORMS GRETCHEN LITTER BIN, SIDE OPENING, REDWOOD SIDING, SUFACE MOUNT. COLOR: POWDERCOAT BLACK INSTALL PER MANUFACTURER'S INSTRUCTIONS. 9/LC502 PICNIC TABLE, TYP. STREETLIFE 92” SOLID PICNIC SET, INCLUDING 1 ADA ACCESSIBLE. FSC HARDWOOD TOP WITH CORTEN STEEL BASES, SURFACE MOUNT. 1/LC503 2 INTERPRETIVE SIGN FOSSIL INDUSTRIES CHLP INTERPRETIVE SIGNAGE E12-06-T4, IN-GROUND MOUNT. FRAME COLOR: BLACK SYMBOL TEXT UNDERLINE INDICATES BOTTOM OF SIGN GRAPHIC 1/LC504 1 PUMP TRACK ACCESSIBILITY AND ETIQUETTE SIGN FOSSIL INDUSTRIES PRODUCT: NPSG, PANEL SIZE: 24"X36" THICKNESS:1/2", FRAME COLOR: RAL 2010 SYMBOL TEXT UNDERLINE INDICATES BOTTOM OF SIGN GRAPHIC /LC503 1 DRINKING FOUNTAIN MOST DEPENDABLE FOUNTAINS 10145SM, SURFACE MOUNT. 3/LC503 1 BIKE REPAIR STATION MOST DEPENDABLE FOUNTAINS 185 SM BIKE REPAIR STATION, SURFACE MOUNT. 1/ZA101 1 SEE CALLOUT ON PLAN RESTROOM EXELOO JUPITER TWIN, FUTUREWOOD BATTENS INSTALL PER MANUFACTURER'S INSTRUCTIONS. 19 PEDESTRIAN LIGHTING SEE ELECTRICALPLANS 1/LC502 SEE PLANS STABILIZED DECOMPOSED GRANITE GRANITECRETE COLOR: NATURAL GOLD1/LC501 SEE PLANS PEDESTRIAN CONCRETE PAVING COLOR: NATURAL 2/LC501 SEE PLANS VEHICULAR CONCRETE PAVING COLOR: NATURAL 5/LC501 SEE PLANS ASPHALT PAVING AT PUMP TRACK ENTRY RAMP 4/LC502 SEE PLANS SYNTHETIC SAFETY SURFACING TOT TURF CONTACT: KEVIN COX PHONE: 9408) 390-0671 EMAIL: [email protected] TOT TURF SUPREME COLOR: DARK ORANGE O.R. TO APPROVE PHYSICAL SAMPLES OF COLOR PRIOR TO INSTALLATION.4/LC502 SEE PLANS SYNTHETIC SAFETY SURFACING TOT TURF CONTACT: KEVIN COX PHONE: 9408) 390-0671 EMAIL: [email protected] TOT TURF SUPREME COLOR: LIGHT ORANGE O.R. TO APPROVE PHYSICAL SAMPLES OF COLOR PRIOR TO INSTALLATION. SEE PLANS CONCRETE PAVING WITH DECORATIVE FINISH TOP-CAST CONCRETE SHALL BE FINISHED WITH TOP-CAST DECORATIVE FINISH SYSTEM NO. 05 (SANDBLAST FINISH) INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2/LC502 2908 SF ENGINEERED WOOD FIBER NATURE PLAY AREA WITHIN FALL ZONES 1/LC301 104 SF ROCK MULCH AMERICAN SOIL & STONE GOLD PATHWAY ROCK 3/8 INCH 5/LC502 463 LF 4 FOOT STEEL FENCE HOT DIPPED GALVANIZED STEEL FINISH 8/LC503 32 LF GUARDRAIL BLACK POWDERCOAT 118 LF REPLACE CHAIN LINK MESH EXISTING FENCE IS 12' TALL 4/LC503 4 TERRACED SEATING STREETLIFE CONTACT: OLIVIA KAUFMAN EMAIL: [email protected] TERRACE MODELS: SOL-TER-H2-900-100-76-PC-CU, SOL-TER-H2-1200-100-76-PC-CU, SOL-TER-H2-1200-150-76-PC-CU, SOL-TER-H2-900-150-76-PC-CU, ARMREST: ARM-T-S-ST 7/LC503 2 ISLE SEATING STREETLIFE CONTACT: OLIVIA KAUFMAN EMAIL: [email protected] 2 SEAT ISLE: TI-488-335-45-PC-LO-IGM-2 SEATS 1 SEAT ISLE: TI-386-185-45-PC-LO-IGM-1 SEAT 5/LC503 15 REMOVABLE BOLLARD DUMOR 400-36/S-1SL O.R. TO APPROVE ON SITE SAMPLE OF LOCK, NOT INCLUDED. INT PT 1 ADDENDUM 1 3/5/24 1052
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LANDSCAPE

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date

J E S S E J O N E S ALAMO AVENUE

CHERRY STREET

KELSEY STREET
1 ZA101 PRE-MANUFACTURED RESTROOM SCHEMATICS
1 ZB101 STAGE CANOPY
1 1
2 3
4 5A 5B PUMP TRACK, NIC
A
B
C
D
E REPAIR EXISTING GATES, SEE NOTE 1 REPAIR EXISTING GATES, SEE NOTE 1 BID ALT 1: NATURE PLAY AREA:
· ZIPKROOZ· FULL ROUND STEPPERS· ENGINEERED WOOD FIBER· MOWBAND· 2 PICNIC TABLES BASE BID: TURF - SEE PLANTING PLAN PLAY AREA, AGES 5-12 YEARS REPAIR EXISTING GATES, SEE NOTE 1 LC502 2 ENGINEERED WOOD FIBER LC503 5 REMOVABLE BOLLARD LC502 5 4 FOOT STEEL FENCE, TYP. LC502 TRASH RECEPTACLE LC502 4 SYNTHETIC SAFETY SURFACING, TYP. LC503 7 ISLE SEATING LC503 4 TERRACED SEATING LC503 1 INTERPRETIVE SIGN, TYP. 1. AT EACH GATE, REMOVE TWO (2) EXISTING HINGES AND REPLACE WITH A PAIR OF 7-INCH HEAVY DUTY WELD ON BARREL HINGE SUITABLE FOR UP TO 3,000 POUND PER PAIR (KING KONG OR OTHER APPROVED SUPPLIER) REMOVE EXISTING GATE CLOSURE AND REPLACE WITH NON-RUSTING HEAVY GATE LATCH (VIPERLATCH SLV-VIPER-X1 OR APPROVED EQUAL). 2. REPLACE CHAIN LINK MESH AND ADJUSTABLE TRUSS ROD. UTILIZE EXISTING POSTS, REMOVE RUST AND PAINT BLACK. CHAIN LINK MESH SHALL BE COATED BLACK. ADJUSTABLE TRUSS ROD SHALL BE 3/8” WITH TURNBUCKLE AT CORNER. CHAIN LINK MESH SHALL BE TIED 18” O.C. TO TOP, MIDDLE, AND BOTTOM RAIL. 3. SEE HORIZONTAL CONTROL PLAN CH101 FOR PATHWAY WIDTHS 1 ZC101 NOTES: LC503 8 GUARDRAIL, TYP.
1 LC301 LC503 DRINKING FOUNTAIN
1S101 STAGE SLAB
2S101
3S101
,
, LC502 9 PICNIC TABLE, TYP. LC502 9 PICNIC TABLE, ADA REPLACE EXISTING CHAINLINK MESH, SEE NOTE 2, TYP. ALIGN THIS ROW OF BOLLARDS WITH CENTER EXISTING BACKFLOW BOLLARD, 5' OC MAX SPACING CL BID ALT 3: COURT REPAINTING · REPAINT AND RESTRIPE TWO (2) EXISTING BASKETBALL COURTS TO EXISTING DIMENSIONS AND COLORS USING OUTDOOR COURT PAINT. BID ALT 4: COURT RESURFACING AND PAINTING· PROVIDE 2" GRIND AND OVERLAY OF BLACKTOP AREA· REPAINT AND RESTRIPE TWO (2) EXISTING BASKETBALL COURTS TO EXISTING DIMENSIONS AND COLORS USING OUTDOOR COURT PAINT.· PROTECT EXISTING STORM DRAIN INLETS AND PIPES.· PROTECT EXISTING POSTS AND NETS. PROTECT EXISTING CONCRETE PAVING AND PLAYGROUND FENCE DURING INSTALLATION OF SYNTHETIC SAFETY SURFACING AND PLAYGROUND EQUIPMENT PROTECT EXISTING PLAYGROUND EQUIPMENT DURING INSTALLATION OF SYNTHETIC SAFETY SURFACING BID ALT 2: PERIMETER FENCE LC502 8 LOG SEATING, TYP. SEE APPENDIX G FOR FOOTING INFORMATION SEE APPENDIX G FOR FOOTING INFORMATION SEE APPENDIX F FOR FOOTING INFORMATION LC503 3 BIKE REPAIR STATION LC503 2 BIKE RACK, TYP. LC503 7 ISLE SEATING LC501 2 VEHICULAR CONCRETE PAVING LC502 4 FITNESS AREA, SYNTHETIC SAFETY SURFACING, TYP. LC502 4 FITNESS AREA, SYNTHETIC SAFETY SURFACING, TYP. LC504 2 PROP 68 SIGN ATTACHED TO BUILDING LC504 1 PUMP TRACK ACCESSIBILITY AND ETIQUETTE SIGN 1 ADDENDUM 1 3/5/24
1 1
1 1 1053
THICKENED EDGE AND EXPANSION JOINT AT CURBS AND WALLS. 5" 4" CONCRETE PAVING CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION 4" 6"
3" NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. 3. PAVING SHALL BE REINFORCED WITH STEEL BAR OR WIRE REINFORCEMENT LC501 4 JOINTS THICKENED EDGE AND EXPANSION JOINT AT CURBS AND WALLS. 5" 5" 4" CONCRETE PAVING CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION1'-0" 3" NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR PEDESTRIAN PATH AND STAIRS. LC501 4 JOINTS REBAR #4 @ 18" O.C. MAX. BOTH WAYS THICKENED EDGE AND EXPANSION JOINT AT CURBS AND WALLS 5" 4" CONCRETE PAVING CLASS II AGGREGATE BASE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION 1'-0" 1'-6"
3" EDGE OF SLAB EXTEND SELECT FILL 3' LATERALLY BEYOND NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT PRIOR TO PLACEMENT OF THE AB. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT. 3. PAVING SHALL BE REINFORCED WITH STEEL BAR OR WIRE REINFORCEMENT 3. PAVING SHALL BE REINFORCED WITH #5 REBAR @ 12" O.C., BOTH WAYS LC501 4 JOINTS 9" 9" EXPANSION JOINT MATERIAL SECTION: EXPANSION JOINT #4 SMOOTH DOWEL @ 18" O.C. WRAP ONE END WITH 15# FELT CONTINUOUS THROUGH JOINT. MIN. 2" CONC. TO COVER DOWEL 1/4" MAX 1/8" R SEALANT AT PAVING CONDITION BACKER ROD EXPANSION MATERIAL WALL 1/8" R 1/4" MAX BACKER ROD EXPANSION MATERIAL SECTION ENLARGEMENT: PAVING AT WALL SECTION ENLARGEMENT: PAVING - EXPANSION JOINT NOTES: 1. EXPANSION JOINT SPACING TO BE 30' O.C. OR AS SHOWN ON PLANS, WHICHEVER IS GREATER. 2. SEALANT COLOR TO MATCH ADJACENT CONCRETE COLOR 3. PLACE EXPANSION JOINTS ADJACENT TO ALL WALLS OR VERTICAL ELEMENTS SEALANT AT PAVING CONDITION 3/16"
3/8"
3/16"
3/8" 3/8" MAX 1/4" R
3/4" 3/8" MAX 3/8" R
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4" FINISH SURFACE
316" WIDE X 1
3 DEPTH OF SLAB SAWCUT JOINT
6" MIN. 1.5% ASPHALT PAVING CLASS 2 AGGREGATE BASE COMPACT TO 95% - SEE SPECS SUBGRADE FG FS 3" FLUSH TO FG NOTES: 1. SUBGRADE COMPACTION TO BE PER THE GEOTECH REPORT PRIOR TO PLACEMENT OF THE AB. 2. INSTALLATION SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT WITH THE EXCEPTION OF RECOMMENDED DEPTH OF SELECT FILL. AGGREGATE BASE DEPTH SHALL BE AS SHOWN IN DETAIL AND CONSISTENT WITH CITY OF RICHMOND DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS FOR STREET IMPROVEMENT TYPICAL CROSS SECTION.

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S PEDESTRIAN CONCRETE PAVING SCALE: 1 1/2" = 1'-0" 1 VEHICULAR CONCRETE PAVING SCALE: 1 1/2" = 1'-0"2 CONCRETE SLAB AT RESTROOM SCALE: 1 1/2" = 1'-0" 3 JOINTS SCALE: 1 1/2" = 1'-0"
4 ASPHALT PAVING SCALE: 1 1/2" = 1'-0"5
1 ADDENDUM 1 3/5/24
1 1054
BIKE RACK 12" 1 1/2" PIPE BIKE RACK OPTIONAL TEMPLATE BOLT IS CENTERED UNDER BIKE RACK FRONT VIEW REMOVABLE SS CAP HANGING TOOLS 3" TOOL RACK BRAIDED STAINLESS STEEL CABLE
61"
6"
18" 8" 2" SS PIPE PROTECTIVE COATING AIR PUMP ON OPPOSITE SIDE SIDE VIEW 6" PIPE 1/2" SS HANDLE LC501 1 PEDESTRIAN CONCRETE PAVING ANCHOR TO SLAB USING 4" X 1/2" QUICK BOLTS, TYP. 2'-10" 3"
3'-6" 4'-11 1/2" OC ELEVATION VIEW NOTES 1. INSTALL PER FABRICATOR'S RECOMMENDATIONS. 2. RAILING VERTICAL MAIN BARS AND POSTS SHALL BE PLUMB. 3. RAILING TO BE SANDBLASTED AND POWDER COATED BLACK 4. FABRICATOR TO DESIGN TO ASSEMBLE ON-SITE WITH TAMPER RESISTANT HARDWARE, NO ON-SITE WELDING REQUIRED. 5. 3 4" X 3
8" HR FLAT BAR PERIMETER FRAMES FOR SHEET METAL PANELS. 6. 1 1 2" X 3
8" HR FLAT BAR SIDE RAILS, SECURITY BOLTED TO POSTS. 7. ALL METAL PIECES TO BE SMOOTH WITH NO BURRS. 8. SUBMIT SHOP DRAWINGS FOR APPROVAL 9. VERIFY LOADING REQUIREMENTS FOR GUARDRAIL, SEE SPECS 10. ANCHOR POST INTO POURED CONCRETE 11. SEE SPECS FOR MORE INFORMATION 1 1 2" X 3
8" HR FLAT BAR TOP RAIL, PREDRILLED TO ACCEPT METAL RAIL CAP 3" SECURITY BOLT TO POST, TYP. 4'-6" X 2'-10" LAZER CUT STEEL INFILL PANEL (5 PANELS FOR 25' LENGTH GUARDRAIL)2" SQ. 0.12 WALL TUBULAR STEEL POSTS, TYP. (FABRICATOR TO PROVIDE, NO FIELD WELDING) CIRCULAR DIAMETER GAP BETWEEN STEEL SHAPES SHALL NOT EXCEED 4" STEEL INFILL PANEL 4'-6" 1'-0" SEE CIVIL SHEET CG501 FOR RETAINING WALL INFO 7" 10" 10" SECTION VIEW LC501 1 PEDESTRIAN CONCRETE PAVING, SEE PLANS FOR WIDTH 4" NOTE: 1. SEE LC001 LANDSCAPE MATERIALS AND CONSTRUCTION LEGEND FOR PRODUCT INFORMATION TERRACE SEATING IMAGE FOR REFERENCE ONLY. MANUFACTURER TO PROVIDE PROJECT-SPECIFIC DETAIL. REINFORCED CONCRETE ANCHOR ROD, PER MANUFACTURERS SPECIFICATIONS GRADE HOLES FOR ANCHOR ROD FINISH GRADE 2'-8" NOTE: 1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. SEE LEGEND FOR PRODUCET INFORMATION AND COLOR. SEE MANUFACTURER'S SPECIFICATIONS. 3. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. IN GROUND MOUNT (IG) 1'-0" LC501 1 PEDESTRIAN CONCRETE PAVING
18" 12" DIA.
10"
MINSECTION VIEW WITHOUT SEATING SECTION VIEW WITH SEATING PEDESTRIAN OR VEHICULAR CONCRETE PAVING (SEE PLANS), TYP. LC501 4 EXPANSION JOINT, TYP. FG ISLE SEATING ISLE SEATING NOTE: 1. SEE LC001 LANDSCAPE MATERIALS AND CONSTRUCTION LEGEND FOR PRODUCT INFORMATION FG IMAGE FOR REFERENCE ONLY. MANUFACTURER TO PROVIDE PROJECT-SPECIFIC DETAIL. IMPORTED SOIL IMPORTED SOIL 9/16" THRU FOR REBAR, TYP. 3" 2'-9" ELEVATION VIEW SECTION VIEW 2'-0"
1'-9" 8" 8" CONCRETE FOOTING, SLOPE TO DRAIN, TYP. MULCH, TYP. CLASS 2 AGGREGATE BASE TO 95%, TYP. INTERPRETIVE PANEL 24" H X 36" W, 1/2" THICK, ATTACH TO FRAME WITH 1/4" TAMPERPROOF HARDWARE NOTE: 1. INTERPRETIVE PANEL GRAPHICS TO BE PROVIDED BY LANDSCAPE ARCHITECT 2. SEE LEGEND ON LC101 FOR MORE INFO 3'-0"
3'-0"
3'-6"
3'-0"
3'-6" 4" SCH 40 STL PIPE ( 4 1/2" O.D. ) WELDED CAP 1/4" X 2" TAB FOR LOCKING DEVICE W/ 5/8" DIA HOLE ( LOCK BY OTHER ) 1/4" THK STL PLATE 5" OD X 3/16" W. STL TUBE FOR SLEEVE 1'-6" SQ. 1'-6" SQ. 5" OD X 3/16" W. STL TUBE FOR SLEEVE 1/2" X 3" S.STL. BTN. SKT. HD. CAP SCREW W/ WASHER AND COTTER PIN (2) 1/4" THK. X 4 1/2" OD RUBBER WASHERS DETAIL OF BOLLARD WITH SLEEVE DETAIL OF CAP WITH SLEEVE NOTES: 1. STF. MEMBERS COATED W/ZINC RICH EPOXY THEN FINISHED W/POLYESTER POWDER COATING. 2. LOCKING DEVICE PROVIDED BY CITY NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 18" 5" 35"
27" 5" 5"
47" SEWER LINE, SEE CIVIL PLANS ACCESS DOOR FILTER 10" PIPE REMOVABLE SS CAP ANCHOR TO SLAB USING 4" x 1/2" QUICK BOLTS, TYP. 34" 15" LC501 1 PEDESTRIAN CONCRETE PAVING FRONT VIEW TOP VIEW BOLT CENTERED UNDER ADA ARM NOTE: ANCHORED INSIDE OF PEDESTAL 46 3/4" WATER C/L OF WASTE 10" STAINLESS STEEL CARRIER WATER LINE, SEE CIVIL PLANS

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S BIKE REPAIR STATION SCALE: 1" = 1'-0" 3 GUARDRAIL SCALE: 1/2" = 1'-0"
8 TERRACED SEATING SCALE: 1/2" = 1'-0"
4 BIKE RACK SCALE: 1" = 1'-0"
2 ISLE SEATING SCALE: 1" = 1'-0"
7 INTERPRETIVE SIGN SCALE: 1" = 1'-0"
1 REMOVABLE BOLLARD SCALE: 1/2" = 1'-0"
5 DRINKING FOUNTAIN SCALE: NTS
1 1 1 ADDENDUM 1 3/5/24 1055
PROP 68 SIGN
2'-2"
2'-0" 3'-4" NOTES: 1. SIGN TO BE MANUFACTURED BY: FOSSIL INDUSTRIES 1.1. PRODUCT: CHPL PANEL 1.2. PANEL THICKNESS: 1/2" 2. LANDSCAPE ARCHITECT TO PROVIDE ARTWORK FOR SIGN TO MANUFACTURER. 3. SEE MANUFACTURERS SPECIFICATIONS FOR MOUNTING HARDWARE AND ASSEMBLY. 4. INSTALL PER MANUFACTURER DIRECTION. 5. OWNERS REPRESENTATIVE TO IDENTIFY EXACT LOCATION IN FIELD. CONTRACTOR TO SUBMIT SHOP DRAWINGS. NOTES: 1. SIGN TO BE MANUFACTURED BY: FOSSIL INDUSTRIES 1.1. PRODUCT: NPSG 1.2. PANEL THICKNESS: 1/2" 1.3. PANEL SIZE: 24"X 48" 2. LANDSCAPE ARCHITECT TO PROVIDE ARTWORK FOR SIGN TO MANUFACTURER. 3. SEE MANUFACTURERS SPECIFICATIONS FOR MOUNTING HARDWARE AND ASSEMBLY. 4. INSTALL PER MANUFACTURER DIRECTION. ELEVATION VIEW 3"X3" STEEL POST POWDERCOATED, RAL: #2010 CONCRETE FOOTING, SLOPE TO DRAIN MULCH CHPL PANEL CLASS 2 AGGREGATE BASE TO 95% 6' 2'-0" 2'-0"
2' 8" SECTION VIEW
8"

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S PROP 68 SIGN SCALE: 1" = 1'-0"
2 PUMP TRACK ACCESSIBILITY AND ETIQUETTE SIGN SCALE: 1" = 1'-0" 1 1 ADDENDUM 1 3/5/24
1 1056
1057

SHIELDS-REID PARK
IMPROVEMENTS 37
L I C E N S E D L A N D S C A P E A R C H I T E C T No. 6371 S T A T E O F C A L I F O R N I A Signature Date Renewal Date J E S S E J O N E S 1. INFORMATION PROVIDED FOR CONTRACTOR REFERENCE. ACTUAL DRAWINGS PROVIDED BY MANUFACTURER AS PART OF PURCHASING PROCESS. NOTE:
1 ADDENDUM 1 3/5/24
1 1058

SHIELDS-REID PARK IMPROVEMENTS - PLACEWORKS

TECHNICAL SPECIFICATIONS
BID SET – 02-09-2024

TABLE OF CONTENTS
DIVISION 1
01 71 23 CONSTRUCTION STAKING AND SURVEY................................................ 01 71 23-1 DIVISION 2
02 20 00 UTILITY POTHOLING................................................................................... 02 20 00-1 02 41 00 DEMOLITION................................................................................................ 02 41 00-1 DIVISION 03
03 30 00 CIP CONCRETE........................................................................................... 03 30 00-1 DIVISION 04
04 41 00 SITE BOULDERS ......................................................................................... 04 41 00-1 DIVISION 05
05 50 00 METAL FABRICATIONS .............................................................................. 05 50 00-1 DIVISION 10
10 14 00 SIGNAGE...................................................................................................... 10 14 00-1 DIVISION 11
11 68 13 PLAYGROUND EQUIPMENT ...................................................................... 11 68 13-1 DIVISION 12
12 93 00 SITE FURNISHINGS ................................................................................... 12 93 00-1 DIVISION 13
13 00 00 PRE-ENGINEERED STRUCTURES ........................................................... 13 00 00-1 DIVISION 26
26 05 00 BASIC MATERIALS AND METHODOLOGIES ............................................ 26 05 00-1 26 50 00 LIGHTING ..................................................................................................... 26 50 00-1 1059
DIVISION 31
31 10 13 SITE PREPARATION AND PLANT PROTECTION ..................................... 31 10 13-1 31 20 00 EARTHWORK............................................................................................... 31 20 00-1 31 23 24 TRENCH EXCAVATION AND BACKFILL .................................................... 31 23 24-1 31 25 13 EROSION CONTROLS ................................................................................ 31 25 13-1 DIVISION 32
32 11 23 AGGREGATE BASE..................................................................................... 32 11 23-1 32 12 16 ASPHALTIC PAVING.................................................................................... 32 12 16-1 32 13 13 CONCRETE PAVING ................................................................................... 32 13 13-1 32 14 19 STABILIZED DECOMPOSED GRANITE ..................................................... 32 14 19-1 32 18 16 PLAYGROUND PROTECTIVE SURFACING ............................................. 32 18 16-1 32 31 13 CHAINLINK FENCES ................................................................................... 32 31 13-1 32 31 19 STEEL METAL FENCES AND GATES ....................................................... 32 31 13-1 32 84 00 PLANTING IRRIGATION .............................................................................. 32 84 00-1 32 91 14 SOIL PREPARATION ................................................................................... 32 91 13-1 32 91 14 BIORETENTION SOILS ............................................................................... 32 91 14-1 32 93 00 PLANTS ........................................................................................................ 32 93 00-1 DIVISION 33
33 10 00 WATER UTILITIES ....................................................................................... 33 10 00-1 33 30 00 SANITARY SEWAGE SYSTEM ................................................................... 33 30 00-1 33 40 00 STORM DRAINAGE SYSTEM ..................................................................... 33 40 00-1 Appendices
A. Geotechnical Report
B. City of Richmond Standard Details
C. Restroom Plans
D. Stage Shade Structure Plans
E. Pump Track Plans and Details
F. Vertical Sculpture Plans and Structural Calculations G. Pitching and Musician Sculptures Plans and Structural Calculations H. Stage Art Concept Drawings
1060

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
DEMOLITION 02 41 00 - 1
SECTION 02 41 00

DEMOLITION
PART 1 -GENERAL

1.01 SUMMARY
A. Perform demolition work as shown on the drawings and herein specified.

The work includes:

1. Protecting existing trees to remain.

2. Removing bark, grasses and other vegetation.

3. Removing designated site improvements.

4. Protection of on-site utilities.

5. Selective removal of site paving.

1.02 RELATED WORK
A. Section 31 10 13 – Site Preparation and Plant Protection B. Section 31 20 00 - Earthwork

1.03 SUBMITTALS
A. Submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.

1.04 QUALITY ASSURANCE
A. Comply with all applicable local, state, and federal requirements regarding materials, methods of work, and disposal of excess and waste materials.

B. Obtain and pay of all required inspections, permits, and fees. Provide notices required 1061

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
DEMOLITION 02 41 00 - 2
by governmental authorities.

C. Documentation shall be provided to the City which demonstrates compliance with Construction Waste Management Plan and Sections 5.408.1.1 through 5.408.1.3 of the California Building Code. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency

1.05 PROJECT CONDITIONS
A. Perform demolition work before commencing site construction.

B. Locate and identify existing underground and overhead services and utilities within contract limit work areas. Provide adequate means of protection of utilities and services not designated for removal.

C. Provide necessary barricades, coverings, bracing, shorting, signs, lights and protection required to provide public safety and to prevent damage to existing improvements indicated to remain.

D. Restore to original grades and conditions, areas adjacent to site disturbed or damaged as a result of demolition work.

PART 2 - PRODUCTS

2.01 MATERIALS
Provide materials, not specifically described but required for a complete and proper execution of work of this Section, as selected by Contractor subject to approval of Owner's Representative.

PART 3 - EXECUTION

3.01 INSPECTION
A. Examine the substrate under with demolition work is to be done. Notify the Owner's Representative, in writing of conditions detrimental to the proper and timely completion of the work.

B. Prior to starting demolition, make an inspection and report observable defects and structural weaknesses of structures designated for removal, of adjacent structures, and of other improvements to remain.

3.02 STRIPPING AND GRUBBING
A. Specified in Section 31 20 00 – Earthwork
B. Section 31 10 13 – Site Preparation and Plant Protection

3.03 GENERAL
A. Remove existing improvements as required to accommodate new construction whether 1062

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
DEMOLITION 02 41 00 - 3
or not indicated on the drawings and herein specified
B. Remove materials carefully, providing for neat and structurally sound junctions between existing buildings, structures, facilities, utilities, trees and other plant materials to remain at no additional cost to the Owner.

3.04 PROTECTION OF EXISTING TREES – see Section 31 10 13 A. Protect existing trees scheduled to remain against injury or damage, including cutting, breaking, or skinning of roots, trunks or branches; smothering by stockpiled construction materials, excavated materials or vehicular traffic within the dripline.

3.05 EXISTING UTILITIES
A. Arrange for disconnection, disconnect and seal or cap all utilities and services designated to be abandoned and/or removed before start of site work operations.

Perform all work in accordance with the requirements of the applicable utility company or agency involved.

B. Adjust electrical, irrigation, valve boxes or any other existing structures to meet new grades

3.06 CLEARING
A. Locate and identify trees and improvements indicated to remain.

B. Remove plants undergrowth, other vegetation, and debris, except items indicated to remain.

C. Remove fence and applicable foundations as indicated in the plan. Backfill foundation with native soil or as approved by the Engineer.

3.07 EXCAVATED SOIL AND LAND CLEARING DEBRIS
A. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled with the exception of vegetation or soil contaminated by disease or pest infestation.

B. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. (wwwcdfa.ca gov/exedcounty/county _ contacts html) C. For a map of known pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture (www cdfa ca.gov)

3.08 ASPHALT MILLING
A. Mill and remove existing asphalt paving as required to accommodate new asphalt paving.

B. Saw-cut existing asphaltic concrete paving in neat, straight lines to provide uniform, 1063

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
DEMOLITION 02 41 00 - 4
even transition from new to adjacent existing work.

3.09 BACKFILLING
A. Backfill any below grade voids created by demolition work as specified for backfill in Section 31 20 00 - Earthwork.

3.10 DISPOSAL OF WASTE MATERIALS
A. Stockpile, haul from site, and legally dispose of waste materials and debris.

Accumulation is not permitted.

B. Maintain disposal routes clear, clean, and free of debris.

3.11 SALVAGED EQUIPMENT - None

3.11 CLEANOUT
A. Upon completion of site preparation work, clean areas within contract limits, remove tools, and equipment. Provide site clear, clean and free of materials and debris and suitable for site work operations.

END OF SECTION 02 41 00
1064
CerƟfied Payroll Records
As part of the City of Richmond commitment to assist contractors to conveniently comply with legal and contractual requirements, the City has established a Labor Compliance Management System for this project. The system was designed to help reduce contractors’ administraƟve costs and to provide various work‐flow automaƟon features that improve the project reporƟng process.

Procedural differences between the previous convenƟonal reporƟng and the new web‐based system include:

 Monthly progress payment status reports, fringe benefits statements, weekly cerƟfied payroll reports or non‐performance reports shall be submiƩed via the web‐based system. Paper copies will no longer be required or accepted.  Contractor and sub‐contractors will be required to enter data for payment date and receipt of payments date onto the web‐based system.

Prime and sub‐contractors shall have free use of the web‐based applicaƟon in reporƟng weekly cerƟfied payrolls and monthly progress payments to reduce paperwork and streamline the reporƟng process. Payroll reports are due no later than 10 days from the end of the pay week to avoid penalƟes.

Upon award of the construcƟon contract, the prime contractor and all subcontractors must use the system for their monthly progress payment status reports, fringe benefits statements, weekly cerƟfied payroll reports and non‐performance reports. Prime Contractors are also responsible for entering all of the contract/sub‐contract amounts for the project. The City will provide training for contractors. Contractors’ payroll staff will be required to aƩend an hour‐long training at a City designated locaƟon. It is mandatory that contractors' and sub‐contractor’s payroll coordinators or payroll administrators aƩend the training session.

Full compensaƟon for conforming to the provisions in “CerƟfied Payroll Records,” shall be included in the proposed bid price.

For more informaƟon please contact:

Employment & Training Department
Contract Compliance Manager
City of Richmond
(d) Contractor and all subcontractors shall maintain accurate payroll records showing the name, address, social security number, work classificaƟon, straight Ɵme and overƟme hours worked each day and week, and the actual per diem wages paid to each journeyman, apprenƟce, worker and others employed on the Project. Each payroll record shall contain or be verified by a wriƩen declaraƟon made under penalty of perjury, staƟng both of the following: (1) the informaƟon contained in the payroll record is true and correct, and (2) the employer has complied with the requirements of Labor Code SecƟon 1771 (prevailing wage provisions), SecƟon 1811 (eight‐hour day, forty‐hour week provisions), and SecƟon 1815 (overƟme 1065
compensaƟon) for any work performed by his or her employees on the Project. The Contractor shall provide cerƟfied payroll records to the City each week, no later than ten (10) days aŌer the end of a weekly pay period. Pay records shall be maintained and made available in accordance with Labor Code SecƟon 1776. In addiƟon, Contractor shall and shall cause its subcontractors promptly to deliver to the City, upon request, documents verifying compliance with the Living Wage Ordinance, which include documents which evidence that each affected employee has been noƟfied regarding the wages required to be paid pursuant to the Living Wage Ordinance.

Such wages shall also be posted at the construcƟon site. This SecƟon 1.5(d) shall survive the terminaƟon of this Agreement.

1066
List of construction trade firms with City of Richmond address NEW IMPROVEMENT CONSTRUCTION 5686 TORREY PINE COURT RICHMOND CA 94803 BRAGG INVESTMENT COMPANY, INC. 457 PARR BOULEVARD RICHMOND CA 94801-1133 C. HAMMOND CONSTRUCTION INC. 716 W GERTRUDE AVENUE RICHMOND CA 94801 WHITESIDE CONSTRUCTION CORPORATION 1151 HENSLEY STREET RICHMOND CA 94801 GOEBEL CONSTRUCTION, INC. 925 HENSLEY STREET RICHMOND CA 94801-2114 SYSTEMS MECHANICAL, INC. 660 MARINA WAY SOUTH RICHMOND CA 94804 D & D & SONS, INC. 211 W CUTTING BOULEVARD RICHMOND CA 94804 TERRA NOVA ENGINEERING, INC 5831 HUNTINGTON AVENUE RICHMOND CA 94804 DIAL CONSTRUCTION COMPANY 2815 MACDONALD AVE RICHMOND CA 94804 DE LIMA BUILDING SERVICES 5917 FRESNO AVENUE RICHMOND CA 94804 CARTER'S - JAMESE GLASS 531 OHIO AVENUE RICHMOND CA 94804-2200 RICHMOND PLASTICS, INC 166 CARLSON BOULEVARD RICHMOND CA 94804-3054 J. T. THORPE & SON, INC. 1060 HENSLEY STREET RICHMOND CA 94801 OLIVER & CO. 1300 S 51ST STREET RICHMOND CA 94804
VAL BETTI PLUMBING & HEATING 3603 MACDONALD AVENUE RICHMOND CA 94805-2180 WARD CONSTRUCTION, INC 631 MARINA WAY SOUTH RICHMOND CA 94804 C OVERAA & CO. 200 PARR BOULEVARD RICHMOND CA 94801
FORDE, W.R. ASSOCIATES 984 HENSLEY STREET RICHMOND CA 94801-2117 DAHL-BECK ELECTRIC CO., INC. 2775 GOODRICK AVENUE RICHMOND CA 94801-1109 HUBACH, FRANK ASSOCIATES, INC. 4905 CENTRAL AVENUE #100 RICHMOND CA 94804-5803 BAY CITY MECHANICAL, INC 870 HARBOUR WAY S RICHMOND CA 94804 KRAY CABLING, INC 1344 S 49TH STREET RICHMOND CA 94804
WILLSON/BAILEY CONSTRUCTION, INC. 2879 HUMPHREY AVENUE RICHMOND CA 94805 GREGORY, KWAME K. 28 W BARRETT AVENUE RICHMOND CA 94801-2649 RELIABLE ELECTRIC, INC. 2250 CENTRAL STREET #D RICHMOND CA 94801 ELECTRONIC INNOVATIONS, INC. 21 PARR BOULEVARD RICHMOND CA 94801 EAST BAY CONSTRUCTION 2817 WENDELL AVE RICHMOND CA 94804 FIGHTING AMISH ELECTRIC 5632 HIGHLAND AVE RICHMOND CA 94804 PARADIGM GENERAL CONTRACTOR 914 MACDONALD AVE RICHMOND CA 94801 SOLAR HOLMES CONSTRUCTION 121 MARINA WAY RICHMOND CA 94801 SUPERIOR PLUMBING-DRAIN CLEAN 1000 13TH STREET RICHMOND CA 94801-2307 NET ELECTRIC 1160 BRICKYARD COVE ROAD #200 RICHMOND CA 94801-4107 PERFORMANCE CONTRACTING INC. 999 CANAL BOULEVARD #B RICHMOND CA 94804 J B M CONSTRUCTION 706 DEVILS DROP COURT RICHMOND CA 94803 UNLIMITED PROPERTY SERVICES INC 2250 CENTRAL STREET #A RICHMOND CA 94801 UNI MARBLE, INC. 1336 S 49TH STREET RICHMOND CA 94804
ALBERTO'S PAINTING & REMODELING 616 42ND STREET RICHMOND CA 94805-1818 Bidders to verify with the listed firms if they are considered to be Richmond Business and/or Richmond Small Business.

There may be other construction trade firms with City of Richmond address. City is not claiming that this is a comprehensive list.
1067
LAWRENCE CONSTRUCTION, INC. 1 HARBOUR WAY SOUTH RICHMOND CA 94804 HUANG'S CONSTRUCTION 700 S 45TH STREET RICHMOND CA 94804 RUIZ IRON WORKS 855 PARR BOULEVARD #B RICHMOND CA 94801-1320 V. YOUNG LANDSCAPE CONSTRUCTION 757 MCLAUGHLIN STREET RICHMOND CA 94805 MSH GROUP 201 W RICHMOND AVENUE #C RICHMOND CA 94801
MONTICELLI PAINTING & DECORATING, INC 1121 REGATTA BOULEVARD RICHMOND CA 94804 MAROC PAINTING INC. 1200 HARBOUR WAY SOUTH #115 RICHMOND CA 94804 VEOLIA WATER WEST OPERATING SVS INC 601 CANAL BLVD RICHMOND CA 94804 THOMAS SWAN SIGN CO. 2717 GOODRICK AVENUE RICHMOND CA 94801 PRADEEP KUMAR HANDYMAN SERVICES 6408 CLAREMONT AVE RICHMOND CA 94805 GREEN ELECTRICAL TECH 631 6TH ST RICHMOND CA 94801
ORTEGA CONSTRUCTION 4320 NEVIN AVE RICHMOND CA 94805-2344 S.D. SERVICES 1915 CARLSON BLVD RICHMOND CA 94804-5223
BENJAMIN CONSTRUCTION, INC. 4809 FALL AVE RICHMOND CA 94804-4340 MALACHI PAVING & GRADING INC. 525 S 18TH STREET RICHMOND CA 94804 FC REMODELING 3110 NEVIN AVE RICHMOND CA 94804
EAGLE ENVIROMMENTAL CONSTRUCTION 3150 HILLTOP MALL ROAD #7 RICHMOND CA 94806-1921 CALIFORNIA DIRT INC 1314 WRIGHT AVENUE #A RICHMOND CA 94804 ALLY ELECTRIC AND SOLAR INC. 855 MARINA BAY PARKWAY #280 RICHMOND CA 94801 CREATIVE CONTRACTING OF CALIFORNIA, INC. 3419 REGATTA BOULEVARD RICHMOND CA 94804 CLO CONSTRUCTION 494 WESTERN DRIVE RICHMOND CA 94801-3741 EVEREST PLUMBING AND DRAIN 5327 JACUZZI ST. STE 4J RICHMOND CA 94804 INTRINSIC ELECTRIC 926 35TH STREET RICHMOND CA 94805-1315 AMBER ELECTRIC 5923 MCBRYDE AVE RICHMOND CA 94805
WESTECH ROOFING, INC. 220 CUTTING BOULEVARD RICHMOND CA 94804 MAURO'S PLUMBING 5761 HAZEL AVE RICHMOND CA 94805-2005
V CONCRETE PUMPING 782 33RD ST RICHMOND CA 94804
GHILOTTI BROS., INC. 1160 BRICKYARD COVE ROAD #200 RICHMOND CA 94801-4107 DWH CREATIVE CONTRACTING 750 NATIONAL COURT RICHMOND CA 94804-2008 ELI FLORES 656 S 20TH STREET RICHMOND CA 94804
DE NOVO DRILLING & CONSTRUCTION 112 OHIO AVENUE #5 RICHMOND CA 94804-2106 HOT WATTS TECHNOLOGY 3024 CUTTING BOULEVARD RICHMOND CA 94804 VIKING PAVERS, INC. 227 TEWKSBURY AVENUE #F RICHMOND CA 94801 J. DAVID FORD CONSTRUCTION 410 SOUTH STREET RICHMOND CA 94804-3129 ELIAS'S CONSTRUCTION COMPANY 2849 TULARE AVENUE RICHMOND CA 94804-1027 AMERICAN HOME IMPROVEMENT CO 1660 FRED JACKSON WAY RICHMOND CA 94801 ALL THINGS GOOD, INC. 6112 SUTTER AVE RICHMOND CA 94804-5350 CRAWFORD INTEGRATED TECHNOLOGIES 4140 LAKESIDE DRIVE RICHMOND CA 94806-1941 BRITE PAINTING & DECORATING, INC. 1308 SANTA CLARA ST RICHMOND CA 94804-4951 GENDUN CHOEPHEL ELECTRIC 4017 CLINTON AVENUE RICHMOND CA 94805 EVOLV SURFACES INC. 1208 HENSLEY STREET RICHMOND CA 94801-1900 NOR CAL SCAFFOLDING INC. 2801 GIANT ROAD #D RICHMOND CA 94806 WOODBRIDGE CONSTRUCTION 5332 CERRO SUR RICHMOND CA 94803 LUNSFORD DESIGN, INC. 1414 HARBOUR WAY SOUTH #1750 RICHMOND CA 94804 1068
SEBASTIAN FRANCESE GENERAL CONTRACTOR 450 36TH ST RICHMOND CA 94805 THE DUTRA GROUP/PORT OF RICHMOND 1322 CANAL BOULEVARD RICHMOND CA 94804 NATIONWIDE SHOTCRETE, INC 1961 MEEKER AVE RICHMOND CA 94804 BAJA MECHANICAL INC 1515 OHIO AVENUE RICHMOND CA 94804
GLOSAGE ENGINEERING, INC. 760 WILSON AVE RICHMOND CA 94805 SDW CONSTRUCTION 12480 SAN PABLO AVENUE #101 RICHMOND CA 94805 GROWPLENTY 2927 MARICOPA AVE RICHMOND CA 94804
RICHMOND TILE SOLUTIONS 1929 HELLINGS AVE RICHMOND CA 94801 ALTEN CONSTRUCTION, INC. 1141 MARINA WAY SOUTH RICHMOND CA 94804 DESERT FIRE PROTECTION, INC. 845 MARINA BAY PKWY #2 RICHMOND CA 94804 R BAY CONSTRUCTION 130 15TH STREET RICHMOND CA 94801
MR. HANDRAIL 631 S 31ST STREET RICHMOND CA 94804
JARI CONSTRUCTION INC. 3431 OHIO AVE RICHMOND CA 94804
BETTER ROOTER, INC. 1201 PENNSYLVANIA AVENUE #C RICHMOND CA 94801 A & A CUSTOM WOOD WINDOWS & DOORS 1150 HENSLEY STREET #D RICHMOND CA 94801 ACE 1 ELECTRIC 775 15TH ST RICHMOND CA 94801
SEALED FINISH CAULKING 1828 HELLINGS AVE RICHMOND CA 94801 AVIV CONSTRUCTION, INC. 4011 MACDONALD AVENUE RICHMOND CA 94805 ALL-PRO PAINTING 346 S. 23RD STREET RICHMOND CA 94804
PABLO RESTORATIONS ROOFING & WATERPROO 2124 HELLINGS AVE RICHMOND CA 94801 RIVAS CONCRETE 217 S 1ST STREET RICHMOND CA 94804
LEONARDO G. MORENO QUINTERO 323 21ST ST RICHMOND CA 94801 IMPACT SERVICES ENTERPRISES 560 SPRING STREET RICHMOND CA 94804 MURPHYMCKENNA CONSTRUCTION 125 PARK PL #200 RICHMOND CA 94801-3922 OGEE MILLWORK, LLC 4128 LAKESIDE DRIVE #B RICHMOND CA 94806 MICHAEL VASILAS 5634 FRESNO AVE RICHMOND CA 94804
KINGDOM CONCRETE CONTRACTOR 4124 OVEREND AVE RICHMOND CA 94804 WMG ENTERPRISES INC 112 W BISSELL AVE RICHMOND CA 94801 ACETOP ELECTRIC, INC. 5620 COLUMBIA AVE RICHMOND CA 94804 ANTONIO FLORES CONSTRUCTION INC 1718 BUTTE ST RICHMOND CA 94804 FLOAT GLASS + MIRROR LLC 5327 JACUZZI ST #5E RICHMOND CA 94804 SMI DEMOLITION COMPANY 2856 HILLTOP MALL RD RICHMOND CA 94806 LEMUS CONSTRUCTION 600 16TH ST RICHMOND CA 94801
ERWYN'S INC. DBA ERWYN'S PLUMBING, INC. 747 9TH ST RICHMOND CA 94801 CONSCIOUS CONSTRUCTION, INC 1133 OHIO AVE RICHMOND CA 94804 BEAREALIS DEVELOPMENT 1333 S 51ST ST RICHMOND CA 94804
BRACHI CONSTRUCTION 611 41ST STREET RICHMOND CA 94805
ALARCON BOHM CORP 10351 SAN PABLO AVE RICHMOND CA 94530 BOHM ENVIRONMENTAL 10351 SAN PABLO AVE RICHMOND CA 94530 MCCOY BOHM CORP 10351 SAN PABLO AVE RICHMOND CA 94530
BURTON BUILDERS, LLC 12488 SAN PABLO AVE RICHMOND CA 94805 CANTECHLOOS LLC DBA ENERDRONICS 855 MARINA BAY PKWY #30 RICHMOND CA 94802 RAI CONSTRUCTION LLC 331 S 19TH STREET RICHMOND CA 94804 MAC CONSTRUCTION COMPANY 600 S 31ST ST RICHMOND CA 94804 1069
HENKELS & MCCOY 1 W BARRETT AVE RICHMOND CA 94801
PUAC CONSTRUCTION LLC 587 6TH ST RICHMOND CA 94801
CENCAL ELECTRIC 158 COLLINS ST RICHMOND CA 94801
CALIBER CARPENTRY, INC. 1116 BROOKSIDE AVE RICHMOND CA 94805 RUIZ ELECTRIC 32 19TH STREET RICHMOND CA 94801
PDL CONSTRUCTION 2420 ROOSEVELT AVE #A RICHMOND CA 94804 TOPTEC CONSTRUCTION INC 1726 ROOSEVELT AVE RICHMOND CA 94801 THE ALCAZAR PLUMBLING COMPANY 623 SOUTH 32ND STREET RICHMOND CA CRAFTWORK ELECTRIC 653 32ND ST RICHMOND CA 94804
NV CONSTRUCTION LLC 590 SOUTH 33RD STREET RICHMOND CA 94804 BOSS PAINTING 340 CHESLEY AVE RICHMOND CA 94801
CONCRETUM OPERIS, INC 187 HENRY CLARK LANE RICHMOND CA 94801 PLUS ONE CONSTRUCTION 1742 ESMOND AVE RICHMOND CA 94801 TREE BROTHERS CARPENTRY 1500 LINCOLN AVE RICHMOND CA 94801 TOP CONSTRUCTION & REMODELING 457 6TH STREET RICHMOND CA 94801 MDE CONSTRUCTION 636 HUMBOLDT ST RICHMOND CA 94805
WENTWORTH INDUSTRIES, INC 636 SPRING ST RICHMOND CA 94804 SUAREZ MARBLE AND TILE 1709 ROOSEVELT AVE RICHMOND CA 94801 GTO PLUMBING AND ROOTER 3640 CHANSLOR AVE RICHMOND CA 94805 EARTHGRID PBC 1 W BARRETT AVE STE#5 RICHMOND CA 94801
MATSON CONSTRUCTION MANAGEMENT 5009 HARNETT AVE RICHMOND CA 94804 DAY-TOWN BUILDERS GROUP INC. 1503 MACDONALD AVE RICHMOND CA 94804 BAY CITIES GENERAL CONTRACTOR INC 3012 PARKER RD RICHMOND CA 94806 AYALA CONSTRUCTION 2727 HUMPHREY AVE RICHMOND CA 94804
X Z DEVELOPMENT INC. 3288 PIERCE ST RICHMOND CA 94804
BRYANT SAMS 818 6TH ST RICHMOND CA 94801
DELANEY CONTROLS &INSTRUMENTATIONS 125 PARK PL RICHMOND CA 94801-3922 CARR CUSTOM BUILDERS, INC. 225 DELIFINO AVE RICHMOND CA 97801 CALIF CONSTRUCTIONS SERVICES 5843 BAYVIEW AVE RICHMOND CA 94804 ROWLAND MARINE ELECTRICS 580 W. CUTTING BLVD RICHMOND CA 94807 URBAN SHORE BUILDERS 229 DELFINO AVE RICHMOND CA 94801
J & E HANDYMAN 619 S 33RD ST RICHMOND CA 94804
JOSE CARPENTRY 2506 GAYNOR AVE RICHMOND CA 94804
SARAH RAY DESIGN , INC 641 29TH ST RICHMOND CA 94804
CNDR CONSTRUCTION 1928 POTRERO AVE RICHMOND CA 94804
CHINCHILLA ELECTRIC 726 CHANSLOR AVE RICHMOND CA 94801
GR INNOVATIVE BUILDERS INC 12488 SAN PABLO AVE #2492 RICHMOND CA 94805 ARTILES HOME SERVICES 142 5TH ST RICHMOND CA 94801
HYAN CONSTRUCTION COMPANY 2843 ESMOND AVE RICHMOND CA 94804 ARRIAGA STONE MASONRY 901 18TH ST RICHMOND CA 94801
VOLTA ELECTIRIC 54 29TH ST RICHMOND CA 94804
J.A. SERVICES 616 16TH ST RICHMOND CA 94801
ANAYA TILE STONE, INC 1115 HENSLY ST RICHMOND CA 94801
JOSE A MADRIZ TREE SERVICE 545 24TH ST RICHMOND CA 94804 1070
PREMIER PRO ELECTRIC INC 886 CARLSON BLVD RICHMOND CA 94804 AS GENERAL CONTRACTOR 5515 VAN FLEET AVE RICHMOND CA 94804 INNOVATIVE DESIGN ENGINEERING 543 11TH STREET RICHMOND CA 94801 ROOSTER PRODUCTIONS 1001 CANAL BLVD #B RICHMOND CA 94804 SWIRSDING'S FLOOR SERVICE 5500 ESMOND AVENUE RICHMOND CA 94805-1111 ESTELA'S FINE FLOORING 1011 MC LAUGHLIN ST RICHMOND CA 94805 SMARTHANDY 4526 MEADOWBROOK DR RICHMOND CA 94803
GEOFFS WOOD WORKING 333 OHIO AVENUE RICHMOND CA 94804-2235 D. GARCIA'S LANDSCAPING INC. 422 22ND STREET RICHMOND CA 94801-3308 GAHLA HANDYMAN 5943 CAPITOL HILL AVE RICHMOND CA 94806-4230 TB'S HANDY SERVICES 787 MESA WAY RICHMOND CA 94805
BERNAL'S HANDYMAN 1818 BURBECK AVE RICHMOND CA 94801
MO'S HANDYMAN SERVICE 1088 CAMPBELL STREET RICHMOND CA 94804 REYNALDO AYALA 4320 OHIO AVE RICHMOND CA 94804
JUNIOR'S BACKFLOW TESTING 139 MURDOCK ST RICHMOND CA 94804 SILVER CONSTRUCTION 229 HARBOUR WAY S RICHMOND CA 94804 A & R HANDYMAN SERVICES 622 6TH ST RICHMOND CA 94801
VELAZQUEZ HANDYMAN 1509 PENNSYLVANIA AVE RICHMOND CA 94801 VICTOR HUERTA 1536 GARVIN AVE RICHMOND CA 94801
ROJAS CONSTRUCTION 1232 4TH STREET RICHMOND CA 94572
BARRAGAN CONSTRUCTION 2558 CLINTON AVE #13 RICHMOND CA 94804 ZHANG PAINTER 3650 PARK RIDGE DR RICHMOND CA 94806
ARRIAGA MASONRY, INC. 603 24TH ST RICHMOND CA 94804-1401 OLD TOWN ELECTRICAL 1940 CARLSON BL RICHMOND CA 94804-5262 CRG'S CONSTRUCTION 643 18TH ST RICHMOND CA 94801
PRECISION CRAFT BUILDERS 1678 MENDOCINO ST RICHMOND CA 94804 GAMMILL FIREPLACE SERVICES 742 GOLDEN GATE AVE RICHMOND CA 94801 SNOWBERRY LANDSCAPES 722 LASSEN STREET RICHMOND CA 94805 R & S ERECTION OF RICHMOND INC 1826 7TH STREET RICHMOND CA 94801 SAHAGUN HANDYMAN 1514 MONTEREY ST RICHMOND CA 94804
JV CONSTRUCTION AND MAINTENANCE COMPANY5465 LENORA RD RICHMOND CA 94803 SAN RAFAEL ROCK QUARRY, INC 961 STENMARK DRIVE RICHMOND CA 94801 GATE VIEW PAINTING COMPANY 3250 SAN MATEO ST RICHMOND CA 94804 LEVEL FIVE PAINTING 453 5TH ST RICHMOND CA 94801
MCKENZIE FINISHES INC 366 PACIFIC AVE RICHMOND CA 94801 ENGLUND STUDIO 1333 S 51ST ST RICHMOND CA 94804
BARCELLOS PAINTING 1201 BRICKYARD WAY #206 RICHMOND CA 94801 JOSE CORREA 38 COLLINS CT RICHMOND CA 94801-3412
PACIFIC RESTORATION INC. DBA SERVPRO 12491 SAN PABLO AVENUE RICHMOND CA 94805 CANAM ENTERPRISES, INC. 1515 OHIO AVE RICHMOND CA 94804 CREATIVE STONE TOPS 421 S 9TH STREET RICHMOND CA 94804-2472 LINDGREN BUILDING SUPPLY, INC. 999 CANAL BLVD #A RICHMOND CA 94804 GOLDEN STATE STEEL STAIR INC. 2801 GIANT ROAD RICHMOND CA 94806 R.V. STICH, INC. 769 S 13TH STREET RICHMOND CA 94804
1071
DE NOVO DRILLING & CONSTRUCTION 135 OHIO AVE RICHMOND CA 94804 G. K. WELDING, INC. 1150 HENSLEY STREET RICHMOND CA 94801 AL'S COMPLETE WELDING SERVICE 720 12TH STREET RICHMOND CA 94801 BAY AREA DIESEL GAS ELECT. REPAIRS 720-727 12TH STREET RICHMOND CA 94801 J.R. FABRICATOR 401 1ST STREET #125 RICHMOND CA 94801
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Shields-Reid Park Improvements
ADDENDUM NO. 2
March 19, 2024
To: All Prospective Bidders
The clarifications, additions, and/or deletions contained in this Addendum shall be part of the Bid. The Bid Documents are revised as follows:

1. Revisions to Technical Specifications Appendix:

1. Appendix C Restroom Plans have been updated with the 2024 plans from the manufacturer.

2. Sewer Permit

3. Bid Walk Sign in Sheet is also being provided for reference.

IMPORTANT: You must acknowledge this Addendum in the Contractor’s Bid Form or your bid will be deemed non-responsive.
1073

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX C.

RESTROOM PLANS
1074
[1] Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek Testing Services NA Inc., Professional Service Industries, Inc. (“INTERTEK-PSI”), Architectural Testing Inc. (“INTERTEK-ATI”), and MT Group Inc. (“INTERTEK-MT) www.intertek.com/building
Intertek
1748 33rd Street
Orlando, Florida 32839
FL Engineering Business #3684
Tel +1 407.304.5560
Fax +1 407.304.5561
intertek.com
psiusa.com
February 23, 2024
Mr. John Westfall
Manufactured Housing / Factory Built Housing
Division of Codes and Standards
CA Department of Housing & Community Development
PO Box 278180 / Sacramento, CA 95827-8180 (Mailing)
RE: Amco
Manufactured Housing Program
Approval # R-Ϯϭϯϭϲ
Expiration Date: 05-22-2025
Dear Mr. Westfall:

Intertek (Intertek-ATI, Inc.), part of Intertek¹ Building Science Solutions, has completed an engineering code review for the above-referenced document(s) for compliance with all applicable codes as evidenced by the Intertek, Inc. approval stamp on each page. This approval covers the factory build structure only.

Any alterations to the factory-built structure on site would avoid the approval. Items installed on-site are subject to review and approval by the local authority having jurisdiction. A signed and sealed plan set is on file with Intertek.

Please contact our office if you need further information or assistance. Thank you.

Respectfully submitted,
William Tegeler
Ryan Knowles William Tegeler
Manager, Industrialized Buildings Sr. Project Manager – Constr.

Building Science Solutions Building Science Solutions
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ASJUP22DD-US1BON
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JUPITER TWIN ACCESSIBLE USA

EXELOO JUPITER TWIN ACCESSIBLE - DRAWING SCHEDULE
SHEET # DESCRIPTION REVISION
G1 FINISHES SCHEDULE 1-HG2 FRONT PERSPECTIVE N/AG3 REAR PERSPECTIVE N/A B4 ELEVATIONS 1-HB5 FLOOR PLAN 1-HB6 SECTION A-A 1-HB7 SECTION B-B 1-HB8 SECTION C-C 1-HB9 SECTION D-D 1-H B10 SCHEMATIC SERVICES PLAN 1-HB11 POWER - ONE LINE DIAGRAM 1-HP12 JUPITER TWIN ACCESSIBLE WASTEWATER SYSTEM 1-HP13 WATER SUPPLY DIAGRAM 1-CP14 WATER SUPPLY VALVE TRAIN 1-H G15 SIGN DOOR ASSEMBLY USA - ADA 1-AG16 ACCESSIBLE RESTROOM DOOR SIGN 1-A B17 FLOOR SLAB - PLAN & SECTION 1-AB18 FLOOR SLAB - REINFORCING DETAIL 1-AB19 FLOOR SLAB - FOUNDATION PLAN 1-AS20 STEEL FRAME - B.O.M - FRONT 1-OS21 STEEL FRAME - B.O.M - REAR 1-HS22 STEEL FRAME - ELEVATIONS & PLAN 1-HS23 STEEL FRAME - ELEVATIONS 1-HS24 STEEL FRAME - ELEVATION & DETAILS 1-HS25 STEEL FRAME - SWING DOOR OPTION 1-HS26 STEEL FRAME - WELD DETAILS, FOUNDATION DETAILS 1-HB27 AUXILIARY CONTROL BOX LAYOUT 1-HB28 MAIN CONTROL BOX LAYOUT 1-HB29 MAX LOAD TABLE 1-HB30 ELECTRICAL PANEL SCHEDULE - TWIN BOX 1-HB31 APRON DETAIL 1-H THIS DRAWING SET COVERS:1. JUPITER 22DD - AUTOMATIC TWIN ACCESSIBLE2. JUPITER 32DD - SEMI-AUTOMATIC TWIN ACCESSIBLE3. JUPITER 42/52DD - MANUAL TWIN ACCESSIBLEREFER TO EXELOO QUALITY ASSURANCE MANUAL FOR FIT-OUTOPTIONS PROJECT DATA:ADDRESS: STATEWIDE APPROVALCODES & STANDARDS:2022 CALIFORNIA BUILDING STANDARDS CODE- PART 1, CALIFORNIA ADMINISTRATIVE CODE- PART 2, CALIFORNIA BUILDING CODE- PART 3, CALIFORNIA ELECTRICAL CODE- PART 5, CALIFORNIA PLUMBING CODE DECEMBER 14-16, 2021- PART 6, CALIFORNIA ENERGY CODE- PART 9, CALIFORNIA FIRE CODE- PART 11, CALIFORNIA GREEN BUILDING STANDARDS CODE- CHAPTERS 11A AND 11B, CALIFORNIA BUILDING CODE- PART 12, CALIFORNIA REFERENCED STANDARDSBUILDING INFO:BLDG USE: PUBLIC RESTROOMBLDG OCCUP: BOCCUPANT LOAD: 1/PER STALLCONSTRUCTION TYPE: (IBC 602) TYPE V-BBLDG AREA: 135 SF (TABLE 506.2 ALLOWED 9,000 SF)BLDG HTG: 9'-0" SINGLE STORYEXITS REQD: 1/STALLEXITS PROVIDE: 1/STALLFIRE SUPRESSION: NON-SPRINKLEREDAPPLICABLE LOADS:ROOF LIVE LOAD: 20DEAD LOAD: 10FLOOR LOAD: 40WIND SPEED: 115EXPOSURE: CSEISMIC DESIGN CATEGORY: ERISK CATEGORY: 2BLDG HVAC: N/A

1. SOILS INFORMATION
A. NO SOILS REPORT PROVIDED. THE FOLLOWING IS ANASSUMED VALUE:

1. DESIGN SOIL BEARING CAPACITY = 1500 psf2. THE FOUNDATION IS DESIGNED PER IBC MINIMUM STANDARDS.B. WITHOUT A SOILS REPORT THOM HUME CONSULTINGENGINEERS CANNOT BE RESPONSIBLE FOR FOUNDATIONSETTLEMENTS OR MOVEMENTS.C. MAINTAIN BOTTOM OF FOOTING SUCH THAT THEHORIZONTAL DISTANCE TO DAYLIGHT IS 40'-0" AND PER SEC1808.7.2 OF CURRENT CBC EDITION.2. FOUNDATION INFORMATIONA. CONCRETE:

A.A. MAXIMUM 28-DAY STRENGTH OF 3,000 psiA.B. MAXIMUM WATER TO CEMENT RATIO OF 0.57A.C. MAXIMUM AGGREGATE SIZE OF 1"A.D. SLUMP OF 4" ±1"A.E. NO SPECIAL INSPECTION REQUIRED B. REINFORCING:

B.A. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60B.B. CLEAR COVER TO ALL REBAR SHALL BE 3" 0000 CODES AND REFERENCESALL GENERAL STRUCTURAL NOTES AND SPECIFICATIONSREFLECT THE PROVISIONS OF THE:
2022 CBC (CALIFORNIA BUILDING CODE)ACI 318-14 (CONCRETE)AISC 360-16/AISC-16/AISC 358-16 (STEEL) WORK COMPLETED AT EXELOO FACTORY:1. PRE-FABRICATED TOILET UNIT - CONCRETE SLAB, STEEL FRAMESTRUCTURE,WALL CLADDING, INTERNAL WALLS, RESTROOM FITTINGS, ROOF &FLASHINGS (REMOVED FOR TRANSPORT)2. PLUMBING & ELECTRICAL WORKWORK COMPLETED ON SITE BY OTHERS:1. CONCRETE STRIP FOOTINGS2. CONCRETE APRON3. TIE DOWN FIXING CONCRETE SLAB TO STRIP FOOTINGS4. CONNECTIONS OF SERVICES TO TOILET UNIT - POWER, WATER,WASTEWATER,STORMWATER, FLOOR DRAINS5. RE-INSTALL ROOF & FLASHINGS6. REMOVE TRANSPORT TIE DOWN EYELETS NOTE:1. THIS IS A NON-CONDITIONED BUILDING2. THIS BUILDING HAS NOT BEEN DESIGNED FOR WILDFIRELOCATIONS (WUI)3. SNOW LOADING NOT CONSIDERED IN THIS DESIGN 2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
Jeff Funkhouser, P.E. Digitally signed by Jeff Funkhouser, P.E.

Date: 2024.02.22 19:32:41 -05'00'
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1 JUPITER TWIN ACCESSIBLE USA
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STRUCTURAL
# ITEM SUPPLIER DETAIL SPECIFICATION1 Floor Stresscrete Steel Reinforced concrete Slab thickness 6 5/16"/5 1/8" steel reinforced concrete2 Walls Galvanised steel frame Electro Plated Duragalv 3/16" & 1/8" thick electroplated galvanised steel3 Roof Frame Galvanised steel frame Electro Plated Duragalv 3/16" & 1/8" thick electroplated galvanised steel

EXELOO FINISHES SCHEDULE

EXTERIOR LININGS
# ITEM SUPPLIER DETAIL SPECIFICATION4 Wall Cladding Fibre Cement Solutions Ltd Eterpan MD Fibre cement sheet 1/2" & 11/16" Fibre cement laminated sheet5 Roof MetalCraft MetecnoSpan (PIR) 3-1/8" panel M 4880 Approved Class 1 - Unlimited Height. FM 4881 Approved Class 1 - Unlimited Height. FM 4471 Approved Class 1 -External roof and wall endurance standard. 6 Gutter & Flashings Steel & Tube Coloursteel 10 -15 years warranty under right maintenence plan7 Vent Pipes Ferguson Schedule 40 PVC or ABS Pipe & Fittings 4” Schedule 40 PVC or ABS pipe and fittings for drain waste and vent applications8 Doors Parkwood Doors Stainless steel T316 Brushed Stainless steel sheet skin with alloy interior9 Paint Altex Epoxy 2 part paint 5 - 10 years warranty under the right maintenance plan 10 Grills Exeloo Solid grills cut and folded by Exeloo T316 Stainless Steel Brushed #4

INTERIOR LININGS
# ITEM SUPPLIER DETAIL SPECIFICATION
11 Wall Cladding Fibre Cement Solutions Ltd Eterpan MD Fibre cement sheet 1/2" & 11/16" Fibre cement laminated sheet12 Floor Finish Cutting Edge Tiling Brasil Nero Charcoal Ceramic Non Slip tiles 17 11/16" x 17 11/16"14 Wall linings - Toilet/Shower Cutting Edge Tiling Sanctuary Cool White Ceramic tiles 11 13/16" x 23 5/8"

ELECTRICAL FITTINGS
# ITEM SUPPLIER DETAIL SPECIFICATION
16 Control Box PLC Power PLC Control Box Proface LT3300-T

PLUMBING FITTINGS
# ITEM SUPPLIER DETAIL SPECIFICATION
19 Toilet pans Stoddart Stainless steel 23 5/8" - 27 9/16" stainless pans.20 Zurn Valve MacDonald Industries Flushing system 1.28gal (4.8L) max. per flush21 Water supply system Mico Stainless steel crimp ring plumbing system RIIFO Rifeng Pex Pipe & MLP (multilayer pipes) – DZR Universal Fittings22 Waste water system (DWV) Ferguson Schedule 40 PVC or ABS Pipe and Fittings 1-1/2” to 4” Schedule 40 PVC or ABS pipe and fittings for drain waste and vent applications23 WS 400 Duraclenz Stainless Steel recessed unit Soap, Water & hand dryer built in wash station, Lavatory Faucet 0.5gpm (max.) @ 60psi (1.9L/m @ 414kPa)24 Flush Valve Water Solenoid SMC SIRAI L177B04 PS = 30 bar

HARDWARE
# ITEM SUPPLIER DETAIL SPECIFICATION
25 Door hardware Legge Legge 800 Series Forged Brass and 10 year warranty26 Grab rails Superquip Stainless Steel 1 1/4" knurled stainless grab rails

SEATING & TABLES
# ITEM SUPPLIER DETAIL SPECIFICATION
27 Baby Change table Duraclenz Stainless Steel & fibreglass inserts Weight limit 187lbs

ACCESSORIES
# ITEM SUPPLIER DETAIL SPECIFICATION
30 Floor Dry Fans Fantech CEG MN80C2 - 0MLT 1.5kw 230V31 Extract Fans Fantech Fantech FR150 USA 120V CFM 26332 Exterior Lights Dualcom Technology Ltd Battenpro-300-12V LED SMD2835 1000Lm 10W IP6533 Interior Lights Dualcom Technology Ltd Battenpro-600-12V LED SMD2835 2000Lm 20W IP6534 Speakers VEXX For music & instruction 5" speaker35 Security System Intergrated Consulting Dahua Starlight pinhole camera 2MP HDCVI covert camera with 3.6mm lens36 Paper Dispenser Duraclenz Stainless Steel EMD8200RH Dual roll holder37 Nappy / Sani chute Duraclenz Hinged flap chute Stainless Steel T304 Brushed 2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
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ASJUP22DD-US1BON
1-H 1/30/2024
2 JUPITER TWIN ACCESSIBLE USA
JJG
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REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
4/16/2012
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP G
JUPITER | TWIN ACCESSIBLE | USA
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
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Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
3 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REAR PERSPECTIVE
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1079

4. FRONT ELEVATION 2. R-H ELEVATION

3. REAR ELEVATION 1. L-H ELEVATION
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
4 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

SIGN FRAME WITH

BRAILLE & TACTILE

SIGNAGE AS PER ADA
SEE DETAILS SHEET, G15

CLEAR OPENING
AS PER CBC 11B-404.2.3
(B) SLIDING DOOR

CLEAR OPENING

SERVICE DOOR
LOCK MECHANISM:

ILCO 201 L/S CYLINDER
WITH LOCKWOOD 100

NIGHTLATCH
FFL

REINFORCED PC

CONCRETE SLAB

FFL FFL
2 9
2 1
m
m
[1
1 5
i
n
]
THE UNISEX GEOMETRIC SYMBOL WITH THE PICTOGRAM,RAISED CHARACTERS AND GRADE II BRAILLE IS LOCATEDFOR CLEAR AND SAFE ACCESS AND MOUNTED ADJACENTTO THE PUBLIC RESTROOM ACCESSWAYS.

STAINLESS STEEL LOUVREVENTILATION GRILL
FFL
ACCESSIBLE RESTROOMDOOR SIGN AS PERCBC SECTION11B-703.7.2.6,1,2,3,4& 11-B-703.3,1,2 SEE STANDARD DETAILS, G16 1 3
0 m
m
[5
1 8
i
n
]
5549 mm[2181 2 in]

OVERALL
2 4
0 0
m
m
[9
4 1
2 i
n
]
2275 mm[895 8 in]
SLAB
EXTERIOR CLADDING:

SEE REAR ELEVATION
EXTERIOR CLADDING:

SEE REAR ELEVATION
1 4
9 9
m
m
[5
9 i
n
]
899 mm[353 8 in]
899 mm[353 8 in]
B-B
B8
EXTERIOR CLADDING:

SEE REAR ELEVATION
NOTE:

NO BRAILLE ON SIGNS OR BUTTONSBETWEEN FFL & 48" ABOVE FFL 385 mm[151 8 in]
385 mm[151 8 in]
2309 mm[907 8 in]

LED LIGHT
EXTERIOR CLADDING:

COMPRESSED SHEET
FIXED WITH CLASS 4 TEK

SCREWS TO SUPAGAL

RHS FRAMING JOINS

SEALED WITH

BUTYL INSEAL TAPE

VENTILATION GRILL

SEE R-H ELEVATION

REINFORCED PC

CONCRETE SLAB
ELECTRONICALLY CONTROLLEDAUTO OPENING & CLOSING CAVITYSLIDING DOOR (FAIL SAFE DOORCAN BE MANUALLY OPENED IN EMERGENCY).LOCK MECHANISM: DUNKER MOTORWITH BRAKE. MILES NELSON RECESSED FLUSH PULLHANDLE ON INSIDE OF DOOR IN CASE OFPOWER FAILURE. REQ'D FORCE TO OPENDOOR W/O POWER IS 32N- SEE "TESTING OF CS FOR DOORS" TEST SHEET

ELECTRONICALLY CONTROLLED

AUTO OPENING & CLOSING CAVITY

SLIDING DOOR (FAIL SAFE DOOR
CAN BE MANUALLY OPENED IN EMERGENCY).

LOCK MECHANISM: DUNKER MOTOR
WITH BRAKE. MILES NELSON RECESSED

FLUSH PULL HANDLE ON INSIDE OF
DOOR IN CASE OF POWER FAILURE.

REQ'D FORCE TO OPEN DOOR W/O
POWER IS 32N - SEE "TESTING OF
CS FOR DOORS" TEST SHEET
4°
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,PAINTED GALVANISED PROFILE WASHER & 30mm EPDMWASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALLFLASHINGS .55mm ZM8 3002 mm
[1181 8 in]
1 3
0 m
m
[5
1 8
i
n
]
6026 mm[2371 4 in]
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1080

FLOOR PLAN

DETAIL A

FLOOR GRATE SURFACE
( 1 : 3 ) SECTION E-E DOOR THRESHOLD
A
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
5 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

SERVICE
AREA

ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
P1524 mm
[P60 in]
P1524 mm
[P60 in]

DIAPER/SANITARYDISPOSAL BIN

SENSOR OPERATEDWASH BASIN

FLOOR GRATE

PAPER DISPENSER
UNDER BASIN AS PERCBC 11B-306 KNEETOE CLEARANCE
1 64
0 m
m
[64
5 8
i
n
]
I
/
S
1 64
0 m
m
[64
5 8
i
n
]
I
/
S
2163 mm[851 8 in]
I/S 2163 mm
[851 8 in]
I/S
SL SL
CONTROL BOX(60A, 120/240V SPLIT)

DOMINANT

DIRECTION

OF TRAVEL
1 7
M
I
N
.
762 mm[30 in]
1 2
1 9
m
m
[4
8 i
n
]
919 mm[361 8 in]

S/S RECESSEDBABY CHANGE TABLE
4 5
7 m
m
[1
8 i
n
]
4 5
7 m
m
[1
8 i
n
]
TOILET PAN AS PER2019 CBC, o604.2
SEAT IS NONABSORBENT, ELONGATED& OPEN FRONTPRESSALIT DANIA WITH OPENFRONT W/O COVER 72

SERVICE DOOR
1 7
M
I
N
.

WHITE TILEINTERIOR WALLS
A
-
A
B
7 B
9 C
-
C
D-D
B10
903 mm[351 2 in]
CLEAR 902 mm
[351 2 in]
CLEAR
B-B
B8 3/B5
1/B5
4/B5
2/B5

DISPOSAL BINOPENS FROM REAR(CLEANER ACCESS FROMSERVICE AREA)

PC CONCRETE

FLOOR SLAB

FLOOR DRAIN

FLOOR TILES

DOOR JAMB
48 MIN.

THESHOLD(12 MAX.) AS PER CBC
11B-404.2.5
B6
E-E
178 mm[7 in]
178 mm[7 in]
LINE OF PAPER DISPENSERAS PER CBC 11B-604.7
15 mm[5 8 in]
PROTRUSION INTOCIRCULATION PATHAS PER CBC, 11B-307.2PROTRUSION LIMITS LINE OF BABYCHANGE TABLEAS PER CBC 11B-226.4 BABYCHANGE TABLES

KNURLED STAINLESSSTEEL GRAB BAR
813 mm[32 in]
LED LIGHT FORSERVICE AREA-60 MINUTE BATTERYBACK UP IN CASEOF POWER FAILURE

GENERATOR SOCKET WITH

CHANGE OVER SWTICH
(AS REQUIRED)

WHITE TILE

INTERIOR WALLS
5551 mm[2181 2 in]

CLADDING
56 mm[21 4 in]
6 m
m
[1
4 i
n
]
6 m
m
[1
4 i
n
]
1387 mm[545 8 in]
762 mm[30 in]
9 1
4 m
m
[3
6 i
n
]

REQUIRED CLEAR SPACE
30"x36"
3 8
m
m
[1
1 2
i
n
]
38 mm[11 2 in]
4 5
7 m
m
[1
8 i
n
]
1 5
2 m
m
[6
i
n
]
354 mm[137 8 in]
38 mm[11 2 in]
3 8
m
m
[1
1 2
i
n
]
152 mm[6 in]

LOCATION OF

WASH SOLENOIDS

COMPLIES TO

DEDICATED ELECTRICAL

SPACE AS PER NEC
110.26(E)(1)
LOCATION OF VALVETRAIN COMPLIES TODEDICATED ELECTRICALSPACE AS PER NEC110.26(E)(1)-SEE P14 FOR DETAILS 60 m
m
[2
3 8
i
n
]
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1081

TOP VIEW

SECTION A-A
A
A
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
6 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

CONCRETE

SLAB BASE

RECESSED SENSOR OPERATEDWASH BASIN

AUTO SOAP

DISPENSER ZONE

AUTO DRIER
ZONE
8 7
4 m
m
[3
4 3
8 i
n
]

SERVICE
AREA
146 mm[53 4 in]
145 mm[53 4 in]
1 2
3 0
m
m
[4
8 3
8 i
n
]
VENT
7 3
8 m
m
[2
9 1
8 i
n
]

S/S FAN COVER
FFL

SENSOR RANGES
AT 40in AFF
TOILET AS PERCBC, o604.2

SPRAY NOZZLE

CONTROL BOX
(60A, 120/240V SPLIT)

ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
457 mm[18 in]
870 mm[341 4 in]
2871 mm[113 in]
457 mm[18 in]
870 mm[341 4 in]
7 62
m
m
[3
0 i
n
]
7 62
m
m
[3
0 i
n
]
FLOOR SLOPE AS PERCBC 11B-403.3NOT STEEPER THAN 1:20
NOTE:

NO BRAILLE ON SIGNS OR BUTTONSBETWEEN FFL & 48" ABOVE FFL GRAB BAR ATHORIZONTALPOSITION AS PERCBC, 11B-609.4.
1371 mm[54 in]
FFL

BATTENPRO
600-12V

LED LIGHT
BATTENPRO600-12VLED LIGHT

WHITE TILEINTERIOR WALLS

WHITE TILE

INTERIOR WALLS
1218 mm[48 in]
153 mm[6 in]
152 mm[6 in]
9 6
6 m
m
[3
8 i
n
]

REQUIRED CLEAR SPACE
762 mm[30 in]
1 9
8 1
m
m
[7
8 i
n
]
7 7
9 m
m
[3
0 5
8 i
n
]
7 6
6 m
m
[3
0 1
8 i
n
]
1371 mm[54 in]
1219 mm[48 in]
UNDER BASIN AS PERCBC 11B-306 KNEETOE CLEARANCE
ALL PIPES AND DUCTS ARECLEAR OF THE DEDICATEDELECTRICAL SPACE AS PERNEC 110.26.(E)(1) 8 64
m
m
[3
4 i
n
]
18" W x 30" D FOOTING W/3-#5T&B & #3 TIES@ 12" OC TYP
18" W x 30" D
FOOTING W/3-#5
T&B & #3 TIES@ 12" OC TYP
178 mm[7 in]
8 63
m
m
[3
4 i
n
]
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1082

TOP VIEW

SECTION B-B

SECTION DETAIL U

PAPER DISPENSER-HANDRAIL GAP
BB
U
U
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
7 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

STAINLESS STEEL

CHANNEL FLOOR DRAIN
152 mm[6 in]
5 7
1 m
m
2 2
1 2
i
n

DISPOSAL BIN
MIRROR AS PERCBC, 11B-603.3.

REAR GRAB BAR AT HORIZONTALPOSITION AS PERCBC, 11B-604.5.2

S/S FAN COVER
FFL

RECESSED DISPENSERWILL NOT IMPEDE WITHCLEARANCE OF GRAB BAR 8 63
m
m
3 4
i
n
4 8
2 m
m
1 9
i
n
7 65
m
m
[3
0 1
8 i
n
]
TOILET AS PERCBC, o604.2

WHITE TILEINTERIOR WALLS
CONTROL BOX(60A, 120/240V SPLIT)

ADA COMPLIANT

RESTROOM
FLOOR SLOPE AS PERCBC 11B-403.3NOT STEEPER THAN 1:20
305 mm[12 in]
MIN.

NOTE:

NO BRAILLE ON SIGNS OR BUTTONSBETWEEN FFL & 48" ABOVE FFL 1 1 2" ALL ALONG
69 mm[23 4 in]
4' HANDRAIL AT

HORIZONTAL

POSITION AS PER
CBC, o609.4
P32 mm
[P11 4 in]
BATTENPRO600-12VLED LIGHT
FFL
REQUIRED KNEE/TOE CLEAR SPACEAS PER 11B-306
946 mm[371 4 in]

SERVICE
AREA
279 mm[11 in]
68 6
m
m
[2
7 i
n
]
203 mm[8 in]
229 mm[9 in]
191 mm[71 2 in]
152 mm[6 in]
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8
VENT PIPE RUN BEHINDCONTROL BOX. ALL PIPES ANDDUCTS ARE CLEAR OF THEDEDICATED ELECTRICALSPACE AS PER NEC 110.26.(E)(1) 18" W x 30" D FOOTING W/3-#5T&B & #3 TIES@ 12" OC TYP
2 0
0 m
m
[7
7 8
i
n
]

SPEAKER
457 mm[18 in]
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1083

TOP VIEW

SECTION C-C

PASSIVE AIR FLOW REQUIREMENT
C C
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
8 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
4/16/2012
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP B
1 0
0 1
m
m
[3
9 3
8 i
n
]
3 8
6 m
m
[1
5 1
4 i
n
]
141 mm[51 2 in]
137 mm[53 8 in]
3 8
6 m
m
[1
5 1
4 i
n
]
1 0
0 1
m
m
[3
9 3
8 i
n
]

POSITION OF

EMERGENCY BUTTON

DOOR RELEASE BUTTON
REFER CBC, 11B-308.2.1

POSITION OFEMERGENCY BUTTON
1 2
0 5
m
m
[4
7 1
2 i
n
]

COAT HOOK

AS PER CBC,
11B-603.4.

COAT HOOKAS PER CBC,11B-603.4.
1 1
9 2
m
m
[4
7 i
n
]
DOOR RELEASE BUTTONREFER CBC, 11B-308.2.1

FFL FFL

SERVICE
AREA
SL
SL

PASSIVE AIR FLOW

THROUGH LOUVRES

EXCEEDS THE MINIMUM
OF 7.3% OF THE FLOOR
SPACE AREA (MIN 5% REQUIRED).

OUTSIDE
INSIDE

ADA COMPLIANT

RESTROOM ADA COMPLIANT

RESTROOM
7 62
m
m
[3
0 i
n
]
457 mm[18 in]
869 mm[341 4 in]
2873 mm[1131 8 in]
457 mm[18 in]
869 mm[341 4 in]
7 62
m
m
[3
0 i
n
]
NOTE:

NO BRAILLE ON SIGNS OR BUTTONSBETWEEN FFL & 48" ABOVE FFL 18 mm[3 4 in]

BABY CHANGE

IN LOWERED

POSITION
7 2
2 m
m
[2
8 1
2 i
n
]
68 6
m
m
[2
7 i
n
]
1 3
4 7
m
m
[5
3 i
n
]
348 mm[133 4 in]

BABY CHANGE

TABLE AS PER
CBC 11B-226.4

BABY CHANGE
TABLES
813 mm[32 in]

CLEAR WIDTH OF DOORWAY
AS PER CBC, 11B-404.3.1

CLEAR WIDTH
8 0
2 m
m
[3
1 5
8 i
n
]
500 mm[195 8 in]

S/S KNEE/TOE

KICK PLATE
BATTENPRO 300-12VLED LIGHT FORSERVICE AREA

WHITE TILEINTERIOR WALLS

MILES NELSON RECESSED

FLUSH PULL HANDLE ON

INSIDE OF DOOR TO OPEN IN

CASE OF POWER FAILURE

MILES NELSON RECESSEDFLUSH PULL HANDLE ONINSIDE OF DOOR TO OPEN INCASE OF POWER FAILURE 18" W x 30" D FOOTING W/3-#5T&B & #3 TIES@ 12" OC TYP
18" W x 30" D FOOTING W/3-#5T&B & #3 TIES@ 12" OC TYP
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1084

TOP VIEW

SECTION D-D

DETAIL BZ

SIP PANEL FIXING INTO

ROOF BEAM (FRONT & REAR)
( 1 : 5 )
DD
BZ
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
9 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

S/S RECESSEDBABY CHANGE TABLE

ADA COMPLIANT

RESTROOM
1°

FLOOR SLOPE AS PER
CBC 11B-403.3
NOT STEEPER THAN 1:20
4 8
M
A
X
.
7 62
m
m
[3
0 i
n
]
1 3
0 m
m
[5
1 8
i
n
]
2275 mm[895 8 in]
REACH OF HANDLEAS PER CBC 11B-309
NOTE:

NO BRAILLE ON SIGNS OR BUTTONSBETWEEN FFL & 48" ABOVE FFL 68 8
m
m
[2
7 1
8 i
n
] C
L
E
A
R
761 mm[30 in]
CLEAR

KNEE/TOE CLEAR SPACE
BATTENPRO 600-12V

LED LIGHT

WHITE TILEINTERIOR WALLS

SERVICE

AREA STEELTITE HEX WASHER HEAD WITH SEAL,
CLASS 5 STEEL SELF DRILLER
ST14-14X150CLS5DSN &
BP 9082RWG GALV ROOFING WASHER FIXED INTO
3"x3"x 316"

SHS ROOF BEAM AT EVERY RIB
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8
18" W x 30" D
FOOTING W/3-#5
T&B & #3 TIES
@ 12" OC TYP
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1085

SCHEMATIC SERVICES PLAN

SECTION CB-CB

CB DEDICATED ELECTRICAL CLEAR SPACE
CB
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
([HORR &RUS GRHV QRW JXDUDQWHH WKDW LQIRUPDWLRQ VKRZQ RQ WKHVH GUDZLQJV LQGLFDWH DQ\ PRUH WKDQ WKHSUHVHQFH RU DEVHQFH RI VXFK VHUYLFHV DQG ZLOO QRW DFFHSW OLDELOLW\ IRU DQ\ GDPDJH RU ORVVHV FDXVHG WR DQ\SDUW\ E\ WKH DFWLRQV RI WKH &RQWUDFWRU RU LWV DJHQWV DQG VXEFRQWUDFWRUV 7KH &RQWUDFWRU LV UHTXLUHG WR PDNHLWV RZQ LQYHVWLJDWLRQV FRQWDFW DOO VHUYLFH SURYLGHUV DQG YHULI\ WKH W\SH DQG ORFDWLRQ RI DOO VHUYLFHV SULRU WRFRPPHQFHPHQW RI DQ\ FRQVWUXFWLRQ ZRUN RQ VLWH Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
10 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

TO WATER SUPPLY
(BY OTHERS)

ADA COMPLIANT

RESTROOM
MIN. 60 AMP 2 LEG

UNDERGROUND POWER SUPPLY
2" CONDUIT
Ø3" INTERNALDOWN PIPE
CONTROL BOX (60A, 120/240V SPLIT)

SERVICE
AREA

ADA COMPLIANT

RESTROOM
Ø2" FLOORDRAIN OUTLETS(PRIMED BY FLOOR WASH SYSTEM)
C.O.

Ø4" VENT STACK

FROM GUTTER & DUCTEDBACK INTO SERVICE AREA
TYPICAL CONNECTION POINTFOR UTILITY SERVICE- ALL PLUMBING FIXTURESARE RUN UNDER 30"x36"CLEAR SPACE TREAD PLATE NOTE:1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE2. CIVIL CONTRACTOR/ENGINEER IS RESPONSIBLE FOR PROVIDING CONNECTIONS TO THE UNIT.

LOCATION OF FLOORDRAIN OUTLET
FLOOR DRAINS:2" NPT SOCKET SUPPLIED BY EXELOO2" NPT MALE TO BE SUPPLIED BY INSTALLATION CONTRACTOR

STORM WATER LINEAS REQUIRED

MAIN SEWER LINE
Ø2" FLOOR

DRAIN OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)

VENT PIPE RUN BEHIND
CONTROL BOX. ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

CONTROL BOX
TREAD PLATE WITH30"x36" CLEAR SPACE
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1086
1 1
22 33
44 55
66 77
88 99
1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
11 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

GROUND ROD PER NEC

PER GROUNDPER NEC

ISOLATING/DISCONNECTSWITCH
1 3
2 TRANSFORMER
MAINS
P160A120/240V1݊ 3W

ONE LINE DIAGRAM

TWIN ACCESSIBLE CONTROL BOARD
FEEDER SCHEDULE:SIZE REQUIREMENTS TO MEET P1 CONTROL BOARD SPECIFICATIONS 2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1087

ISOMETRIC - WASTEWATER JUPITER DD US

SINGLE UNDERSLAB FLOOR VENT
Parts List

ITEM EXELOO DESCRIPTION MATERIAL
1 2" STREET 45 SCHEDULE 40 PVC OR ABS DWV2 4" STREET 45 SCHEDULE 40 PVC OR ABS DWV3 4"x4"x4"x4" DOUBLE Y SCHEDULE 40 PVC OR ABS DWV4 4"x4"x2"x2" DOUBLE Y SCHEDULE 40 PVC OR ABS DWV5 4"x3" SANI TEE SCHEDULE 40 PVC OR ABS DWV6 4"x4"x4"x4" DOUBLE SAN TEE BY CONTRACTOR7 4" COMBY BY CONTRACTOR8 4"x3"ADAPTOR COUPLING BY CONTRACTOR9 4" LONG SWEEP BY CONTRACTOR 10 4" CLEANOUT SQUARE CAP BY CONTRACTOR
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-WASTESYSTEM
1-C 31/01/2020
12 JUPITER PLATINUM TWIN ACCESSIBLE US -WASTEWATER SYSTEM JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
12/12/2019
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP P

BY OTHERS
(BELOW SLAB,

MATERIAL BY OTHERS)

BY EXELOO
2" LAVATORY WASTE
2" LAVATORY WASTE
4" WATER

CLOSET WASTE
4" WATERCLOSET WASTE
P-TRAP
P-TRAP FOR LAVATORY DRAINS- TO BE CONNECT INTO 4" VENTSTACK ABOVE TOILET DRAINFITTING AS A VERTICAL WET VENTAS PER CPC o908.1

REV DESCRIPTION DATE
1-B NOTES AS PER BUREAU VERITAS MARK UP 29/01/2020 29/01/2020 1-C REMOVE FLOOR DRAIN VENTS, 3" FLOOR DRAINS, 2" LAVATORY WASTE PIPE @ 65" MAX LENGTH 31/01/2020 CPC §905.2.WHERE VENTS CONNECT TO A HORIZONTALDRAINAGE PIPE, EACH VENT PIPE SHALLHAVE ITS INVERT TAKEN OFF ABOVE THEDRAINAGE CENTERLINE OF SUCH PIPEDOWNSTREAM OF THE TRAP BEING SERVED.

MAX. 65" LONG @ Ø2"
MAX. 65" LONG @ Ø2"
4" FERNCOCAST IRON & PLASTICFLEXIBLE COUPLING(PROVIDED BY EXELOO) 4"
4"
4"
2"
2"
4" P-TRAP
4" P-TRAP
2" FLOOR DRAIN

OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)
2" FLOOR DRAINOUTLETS(PRIMED BY FLOOR WASH SYSTEM)
4"
4"
2' 6"
2' 6"
8'
5 4
1 3
2 7
6 8

VENT MUST CONNECT ABOVE FFL,
3" CAST IRON & PLASTIC

FLEXIBLE COUPLING
(PROVIDED BY EXELOO)
3" UNDERSLAB VENT
AS PER CPC o905.3

LINE OF TRANSITIONSCOPE OF WORK

LINE OF TRANSITION

SCOPE OF WORK
3" OR 3"x4" FERNCOCAST IRON & PLASTICFLEXIBLE COUPLING(SUPPLIED BY CONTRACTOR) 3" OR 3"x4" FERNCO

CAST IRON & PLASTIC

FLEXIBLE COUPLING
(SUPPLIED BY CONTRACTOR)
FLOOR DRAINS:2 12" BSP MALE & 3" NPT FEMALE

ARE BOTH SUPPLIED BY EXELOO
4" CLEAN OUT TO

BE POSITIONED

OUTSIDE SERVICE BAY
SEE B11
10 1 12" LAVATORY WASTE
1 12" LAVATORY WASTE

VENT CONNECTION POINT

CONNECTION POINT OF VENT ISABOVE THE FLOOD LEVELOF THE TOILET PANS NOTE:1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE VENT PIPE TO RUN BEHIND CONTROL BOX- COMPLIES WITH DEDICATED ELECTRICALSPACE AS PER NEC 110.26(E)(1)-SEE P14 FOR DETAILS 2/22/24
SYST cial SYSTEMornia
MH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1088

WATER SUPPLY SCHEMATIC PLAN
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
13 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

TO WATER SUPPLY
(BY OTHERS)

FLOOR WASH

SOLENOID

FLOOR WASHSOLENOID

ZURN FLUSH

ZURN FLUSH VALVEVALVE
1 12" FLUSH PIPE 1 12" FLUSH PIPE
Ø1 14"
Ø1 1 Ø1 4" 14"
Ø1 14"
Ø1 14"
Ø1 14"
Ø
1316"
Ø
1316"
Ø
1316"
Ø
1316"
Ø
1316"
Ø
1316"
Ø
5 Ø 8" 58"
Ø
58"
1 14" / 1316" / 1 14"
TEE
1 14" / 1316" / 1 14"
TEE
1 14" / 58"REDUCER 1 14" / 58" / 1 14"
TEE
W
A
T
E
R
C
L
O
S
E
T

BASIN BASIN

VALVE TRAIN
SEE SHEET P15

SERVICE
AREA

ADA COMPLIANT

RESTROOM ADA COMPLIANT RESTROOM
NOTE:1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE2. ALL PIPES AND DUCTS ARE CLEAR OF THE DEDICATED ELECTRICAL SPACE AS PER NEC 110.26.(E)(1) FAUCET
(HOSE BIB)

FLOOR WASH
OUTLET

FLOOR WASHOUTLET

FLOOR WASH

SOLENOID
W
A
T
E
R
C
L
O
S
E
T

1.28gal (4.8L) MAX.

PER FLUSH

1.28gal (4.8L) MAX.PER FLUSH

LAVATORY FAUCET

0.5GPM (MAX.) @ 60 PSI LAVATORY FAUCET

0.5GPM (MAX.) @ 60 PSI
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1089

ISOMETRIC VIEW

EXPLODED VIEW
Parts List

ITEM PART NUMBER DESCRIPTION QTY
1 5505008 VALVE TRAIN USA 1-1/4 VALVE BALL FEM/FEM LONG HANDLE WATER 12 5505015 VALVE TRAIN USA 1-1/4 BRONZE 150 SWP THREADED Y STRAINER 13 55160056 WATER METER - FOR REMOTE MONITORING (AS REQUIRED) 14 5505016 VALVE TRAIN USA 1-1/4 BRASS THREADED SPRING CHECK VALVE 15 5505013 VALVE TRAIN USA 1-1/4 BRONZE PRESSURE REDUCING VALVE FNPT X FNPT 16 5505017 VALVE TRAIN USA 1-1/4 X 2 BRASS NIPPLE GLOBAL 4 Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK

VALVE TRAIN - USA
1-A 15/09/2021
14 VALVE TRAIN ASSEMBLY - USA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
15/09/2021
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP P
5 4
2 1

WATER IN
3 6
6 6
3 6
5 6
4 6
2 6
1 6
APPROXIMATE LENGTH OF TRAIN = 920mm (36 14")
APPROX. 920mm (36
14")
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1090

BUTTON, LIGHT AND BRAILLE POSITIONS

BUTTON, LIGHT AND BRAILLE POSITIONS
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
SIGN FRAME MU001 - ADA
1-A 18/03/2020
15 SIGN DOOR ASSEMBLY USA - ADA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
1/05/2006
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP G
8 4
0 m
m
[3
3 1
8 i
n
]
1 1
0 0
m
m
[4
3 1
4 i
n
]
2 0
5 8
m
m
[8
1 i
n
]
FFL
456 mm[18 in]
8 60
m
m
[3
3 7
8 i
n
]

BUTTON HEIGHT AS PER
11B-308.2.1 UNOBSTRUCTED
2019 CALIFORNIA

BUILDING CODE,
MIN 15in/MAX 48in ABOVE FFL
4 8
i
n
B
R
A
I
L
L
E
M
I
N
1 60
0 m
m
[63
i
n
]
2 60
m
m
[1
0 1
4 i
n
]
4 3
0 m
m
[1
67 8
i
n
]
65 5
m
m
[2
5 3
4 i
n
]

EXAMPLE SIGNS ONLY
60 i
n
B
R
A
I
L
L
E
M
A
X

ACCESSIBLE RESTROOM

BRAILLE WITH TACTILE

CHARACTERS WALL

SIGNS AS PER
2019 CBC, 11B-703.4.

NOTE:

NO BRAILLE ON SIGNS OR BUTTONSBETWEEN FFL & 48" ABOVE FFL

INDICATOR LIGHTS - NO BRAILLE
BETWEEN FFL & 48" ABOVE FFL
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1091

FRONT VIEW SIDE
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK

US ADA GENDER NEUTRALSIGN
1-A 21/09/2018
16 ACCESSIBLE RESTROOM DOOR SIGN
JJG
in
N.T.S.

Generic REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
20/09/2018
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP G
6 mm[1 4 in]
6 mm[1 4 in]
P305 mm
[P12 in]
60 i
n
FFL
ACCESSIBLE RESTOOMDOOR SIGN AS PERCBC, 11B703.7.2.6.
12 THE UNISEX GEOMETRIC SYMBOL WITH THE PICTOGRAM,RAISED CHARACTERS AND GRADE II BRAILLE IS LOCATEDFOR CLEAR AND SAFE ACCESS AND MOUNTED ADJACENTTO THE PUBLIC RESTROOM ACCESSWAYS. 2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1092

MAIN VIEW
SECTION VIEW BP-BP (1 : 20)
SECTION VIEW BR-BR (1 : 20)
SECTION VIEW BT-BT (1 : 20)
BM BM
BNBN
BUBU
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
3D-2755
1-B 6/06/2023
17 JUPITER SUPER TWIN BASE - USA
JJG
in
N.T.S.

TIE IN REINFORCING TO CAST IN PLATES
98 mm[37 8 in]
2101 mm[823 4 in]
, 7 SPACES @ 300
2275 mm[895 8 in]
3 5
m
m
[1
3 8
i
n
]
3 3
m
m
[1
1 4
i
n
]

TIE IN REINFORCING TO CAST IN PLATES
100 mm[37 8 in]
2100 mm[825 8 in]
, 14 SPACES @ 150
150 mm[57 8 in]
1 60
m
m
[61
4 i
n
]
280 mm[11 in] 5
0 m
m
[2
i
n
]
140 mm[51 2 in]
280 mm[11 in]
160 mm[61 4 in]
1 3
0 m
m
[5
1 8
i
n
]
NOTES (IMPERIAL):1. CONCRETE STRENGTH TO BE 40 MPa2. CONCRETE COVER TO BE 30mm U.N.O3. REFER TO NZ 3109:1997 TABLE 5.1 FOR PRECASTE TOLERANCES4. PRODUCT CODE - WX5. REINFORCING TO BE GRADE 430 AND HD10 2 0
0 m
m
[7
7 8
i
n
]
8 3
8 m
m
[3
3 i
n
]
2 0
0 m
m
[7
7 8
i
n
]
8 3
8 m
m
[3
3 i
n
]
2 0
0 m
m
[7
7 8
i
n
]
2 2
7 5
m
m
[8
9 5
8 i
n
]
2 0
0 m
m
[7
7 8
i
n
]
280 mm[11 in]
140 mm[51 2 in]
200 mm[77 8 in]
1997 mm[785 8 in]
48 mm[17 8 in]
200 mm[77 8 in]
4954 mm[195 in]
200 mm[77 8 in]
28 mm[11 8 in]
1997 mm[785 8 in]
200 mm[77 8 in]
2 0
0 m
m
[7
7 8
i
n
]
1 4
0 m
m
[5
1 2
i
n
]
2 8
0 m
m
[1
1 i
n
]
R60 mm[R23 R60 mm 8 in]
[R23 8 in]
120 mm[43 4 in]
102 mm[4 in]
102 mm[4 in]
2 2
0 m
m
[8
5 8
i
n
]
2 0
0 m
m
[7
7 8
i
n
]
8 3
8 m
m
[3
3 i
n
]
2 0
0 m
m
[7
7 8
i
n
]
8 3
8 m
m
[3
3 i
n
]
2 0
0 m
m
[7
7 8
i
n
]200 mm
[77 8 in]
1739 mm[681 2 in]
824 mm[321 2 in]
824 mm[321 2 in]
1739 mm[681 2 in]
200 mm[77 8 in]
5525 mm[2171 2 in]
2538 mm[997 8 in]
3 3
5 m
m
[1
3 1
4 i
n
]
4 5
0 m
m
[1
7 3
4 i
n
]
580 mm[227 8 in]
2096 mm[821 2 in]
TOP
BOTTOM
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1093

EXPLODED VIEW TOP REINFORCING

BOTTOM REINFORCING

REINFORCING - HIDDEN VIEW
Parts List

ITEM PART NUMBER DESCRIPTION QTY
1 JUP 10025 CORNER REAR CASTING PLATE 22 JUP32 80002-USA JUPITER 32 CONCRETE FLOOR SLAB 13 JUP 10024 CORNER FRONT CASTING PLATE 7 JUP32 JUPITER 32 TOP REINFORCING 150012-JUP22US
45 JUP32 50022-jup22us JUPITER 32 BOTTOM REINFORCING 17 JUP 10023 REAR CASTING PLATE 2 Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
3D-2755
1-B 6/06/2023
18 JUPITER SUPER TWIN BASE - USA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
16/06/2011
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP B
1 3
3 7
7 3 3
1 3 3
42 5
2 2
7 5
m
m
[8
9 5
8 i
n
]
5525 mm[2171 2 in]
2 7
5 m
m
[1
0 7
8 i
n
]
5 0
0 m
m
[1
9 5
8 i
n
]
630 mm[243 4 in]
2488 mm[977 8 in]
2 1
0 1
m
m
[8
2 3
4 i
n
]
,
1 4
S
P
A
C
E
S
@
1 5
0 m
m
9 9
m
m
[3
7 8
i
n
]202 mm
[77 8 in]
215 mm[81 2 in]
900 mm[353 8 in]
, 6 SPACES @ 150mm
215 mm[81 2 in]
2400 mm[941 2 in]
, 8 SPACES @ 300mm 215 mm
[81 2 in]
900 mm[353 8 in]
, 6 SPACES @ 150mm
215 mm[81 2 in]
204 mm[8 in]
5465 mm[2151 8 in]
630 mm[243 4 in]
2487 mm[977 8 in]
2357 mm[923 4 in]
9 8
m
m
[3
7 8
i
n
]
2 1
0 1
m
m
[8
2 3
4 i
n
]
,
7 S
P
A
C
E
S
@
3 0
0 m
m
32 mm[11 4 in]
5400 mm[2125 8 in]
33 mm[11 4 in]
148 mm[53 4 in]
123 mm[47 8 in]
5204 mm[2047 8 in]
5 0
0 m
m
[1
9 5
8 i
n
]
2 7
5 m
m
[1
0 7
8 i
n
]
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1094

FOUNDATION PLAN
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
3D-2712
1-P 10/05/2023
19 JUPITER SUPER TWIN/TRIPLE BASE FORMODELS 22,23,32,33,42,43,52,53 JJG
in
N.T.S.

REFER TO HUME ENGINEERING DRAWINGS,RS1.1 & RS2, FOR DETAILS OF THE FOUNDATION 1334 mm[521 2 in]
2096 mm[821 2 in]
2096 mm[821 2 in]
2 2
7 5
m
m
[8
9 5
8 i
n
]
900 mm[353 8 in]
457 mm[18 in]
2811 mm[1105 8 in]
457 mm[18 in]
900 mm[353 8 in]
1129 mm[443 8 in]
1129 mm[443 8 in]
3268 mm[1285 8 in]
18" W x 30" DFOOTING W/3-#5T&B & #3 TIES@ 12" OC TYP
18" W x 30" D
FOOTING W/3-#5
T&B & #3 TIES@ 12" OC TYP
2/22/24
2 33,,42 4,3 MH DAA #D , M1507408 ,
Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1095

FRONT PERSPECTIVE
Parts List

UNIT QTY QTY ITEM QTY ITEM PART NUMBER
201 7 100 16 in 11 1 AS 1163 - C350L0 75x75x5.0 SHS - 2558 2 16 in 423 1 211 4 in 5 2 AS 1163 - C350L0 75x75x5.0 SHS - 5375 2 8 in274 5 91 8 in 9 3 AS 1163 - C350L0 75x75x5.0 SHS - 2325 3 16 in334 5 83 8 in 11 4 AS 1163 - C350L0 75x75x5.0 SHS - 2125 4 16 in 180 11 90 16 in 3 5 AS 1163 - C350L0 75x75x5.0 SHS - 2295 2 8 in 186 5 93 8 in 5 6 AS 1163 - C350L0 75x75x5.0 SHS - 2370 2 16 in537 3 89 8 in 9 7 AS 1163 - C350L0 75x50x3.0 RHS - 2275 6 16 in 30 11 30 16 in 11 8 AS 1163 - C350L0 75x50x3.0 RHS - 780 1 16 in14 11 14 16 in 11 9 AS 1163 - C350L0 75x50x3.0 RHS - 372.5 1 16 in 87 1 87 8 in 1 10 AS 1163 - C350L0 50x50x3.0 SHS - 2212.5 1 8 in 61 7 30 16 in 11 11 AS 1163 - C350L0 50x50x3.0 SHS - 780 2 16 in 353 9 88 16 in 3 12 AS 1163 - C350L0 75x50x3.0 RHS - 2245 4 8 in 7 13 3 16 in 15 13 AS 1163 - C350L0 50x50x3.0 SHS - 99.5 2 16 in 89 3 44 8 in 11 14 AS 1163 - C350L0 50x50x3.0 SHS - 1135 2 16 in33 3 33 8 in 3 15 AS 1163 - C350L0 50x50x3.0 SHS - 848 1 8 in 18 11 6 16 in 1 16 AS 1163 - C350L0 75x75x5.0 SHS - 158 3 4 in 242 1 40 8 in 3 17 AS 1163 - C350L0 75x50x3.0 RHS - 1025 6 8 in103 1 51 4 in 5 19 AS 1163 - C350L0 50x50x3.0 SHS - 1311 2 8 in 161 7 40 16 in 3 20 AS 1163 - C350L0 75x25x2.5 RHS - 1025 4 8 in 41 15 21 AS 1163 - C350L0 50x50x3.0 SHS - 533 2 21 in 16 in21 15 22 AS 1163 - C350L0 50x50x3.0 SHS - 279 2 11 in 16 in 3 16 in 1 23 55254235 4 16 in
93 13 93 16 in 13 24 AS 1163 - C350L0 50x50x3.0 SHS - 2382.5 1 16 in 1 16 in 1 25 55250622 2 16 in
167 5 83 16 in 11 26 AS 1163 - C350L0 50x25x3.0 RHS - 2125 2 16 in167 7 83 16 in 11 27 AS 1163 - C350L0 100x50x3.0 RHS - 2126.126 2 16 in 83 11 83 16 in 11 28 AS 1163 - C350L0 75x50x3.0 RHS - 2125 1 16 in 13 3 13 8 in 3 29 AS 1163 - C350L0 50x50x3.0 SHS - 340.5 1 8 in87 7 87 8 in 7 30 AS 1163 - C350L0 50x50x3.0 SHS - 2232.5 1 8 in32 5 32 8 in 5 31 AS 1163 - C350L0 50x50x3.0 SHS - 828 1 8 in 32 AS 1163 - C350L0 50x50x3.0 SHS - 2362.5 1 93 in 93 in 12 5 12 8 in 5 33 AS 1163 - C350L0 50x50x3.0 SHS - 320.5 1 8 in10 3 10 4 in 3 34 AS 1163 - C350L0 75x50x3.0 RHS - 272.5 1 4 in88 3 88 8 in 3 35 AS 1163 - C350L0 75x75x3.0 SHS - 2245 1 8 in25 3 12 8 in 11 36 AS 1163 - C350L0 75x50x3.0 RHS - 322.5 2 16 in 117 13 14 16 in 3 37 AS 1163 - C350L0 50x50x3.0 SHS - 374 8 4 in 217 1 217 16 in 1 38 AS 1163 - C350L0 75x75x5.0 SHS - 5513 1 16 in 218 13 218 16 in 13 39 AS 1163 - C350L0 75x75x5.0 SHS - 5558 1 16 in 70 3 35 16 in 1 40 AS 1163 - C350L0 75x50x3.0 RHS - 891 2 16 in 37 5 18 8 in 13 41 AS 1163 - C350L0 75x25x2.5 RHS - 478 2 16 in 3 16 in 1 42 55254335 4 16 in
66 15 66 16 in 15 334 AS 1163 - C350L0 75x25x2.5 RHS - 1701 1 16 in Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 1/30/2024
20 JUPITER TWIN ACCESSIBLE USA FRAME -SINGLE BABY CHANGE JJG
in
N.T.S.

REV DESCRIPTION DATE
1-B REMOVE ROOF OUTRIGGERS 29/04/2022
42 42
42 42
STEEL FRAME WELD CONNECTION DESIGN NOTE:ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND ADD 75x25x3 RHS FOR TILED INTERIOR CUBICLES
(NOT REQUIRED FOR S/S INTERIOR OPTION)
334
2/22/24
HANG ercial HANGEalifornia
MH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1096

REAR PERSPECTIVE
Parts List

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 1/30/2024
21 JUPITER TWIN ACCESSIBLE USA FRAME -SINGLE BABY CHANGE JJG
in
N.T.S.

3. FRONT ELEVATION (NO ROOF) 1. RIGHT ELEVATION (NO ROOF)

4. PLAN (NO ROOF) BF ( 1:10 )
BG ( 1 : 10 )
BH ( 1 : 10 )
BF
BG
BH
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 1/30/2024
22 JUPITER TWIN ACCESSIBLE USA FRAME - SINGLE BABY CHANGE JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
5/11/2021
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP S
1840 mm[721 2 in]
5525 mm[2171 2 in]
30 mm[11 8 in]
1 4
0 m
m
[5
1 2
i
n
]
16 mm[5 8 in]
2213 mm[871 8 in]
780 mm[303 4 in]
2208 mm[867 8 in]
1 4
0 6
m
m
[5
5 3
8 i
n
]
2 4
5 m
m
[9
5 8
i
n
]
3 7
4 m
m
[1
4 3
4 i
n
]
2 2
7 5
m
m
[8
9 5
8 i
n
]
291 mm[113 8 in]
540 mm[211 4 in]
433 mm[17 in]
540 mm[211 4 in]
229 mm[9 in]
229 mm[9 in] 540 mm
[211 4 in]
433 mm[17 in]
540 mm[211 4 in]
271 mm[105 8 in] 780 mm
[303 4 in]
374 mm[143 4 in]
50 mm[2 in]
25 25
1 7
5 m
m
[67
8 i
n
]
780 mm[303 4 in]
2 5
5 7
m
m
[1
0 0
5 8
i
n
]
2 4
0 0
m
m
[9
4 1
2 i
n
]
323 mm[123 4 in]
1 2
0 0
m
m
[4
7 1
4 i
n
]
1 0
2 5
m
m
[4
0 3
8 i
n
]
2 5
5 8
m
m
[1
0 0
3 4
i
n
]
2 4
0 0
m
m
[9
4 1
2 i
n
]
3 0
m
m
[1
1 8
i
n
]
1025 mm[403 8 in]
1025 mm[403 8 in]
411 mm[161 8 in]
405 mm[16 in]
4 7
8 m
m
[1
8 7
8 i
n
]565
m
m
[2
2 1
4 i
n
]
9 64
m
m
[3
8 i
n
]
3 8
m
m
[1
1 2
i
n
]
84 mm[31 4 in]
2275 mm[895 8 in]
1 1
7 0
m
m
[4
61 8
i
n
]
1 0
2 5
m
m
[4
0 3
8 i
n
]
2 3
7 0
m
m
[9
3 1
4 i
n
]
669 mm[263 8 in]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 25 26
8 3
2 25 mm[1 in]
1 7
5 m
m
[67
8 i
n
]
100 mm[37 8 in]
12 mm[1 2 in]

PORTAL OFFSET

GUSSET TOP& BOTTOM

PORTAL OFFSET
2 5
m
m
[1
i
n
]
7 5
m
m
[3
i
n
]
1 0
0 m
m
[3
7 8
i
n
]
25 mm[1 in]
26 2/S4
4/S4
3/-
1/-
1 4
0 6
m
m
[5
5 3
8 i
n
]
1910 mm[751 4 in]
273 mm[103 4 in]
1 2
0 0
m
m
[4
7 1
4 i
n
]
1 0
2 5
m
m
[4
0 3
8 i
n
]
FRONT
REAR
R
E
A
R
F
R
O
N
T
STEEL FRAME WELD CONNECTION DESIGN NOTE:ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND ADD 75x25x3 RHS FOR TILED INTERIOR CUBICLES
(NOT REQUIRED FOR S/S INTERIOR OPTION)
2/22/24
HANG ercial HANGEalifornia
MH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1098

5. REAR ELEVATION (NO ROOF)

2. LEFT ELEVATION (NO ROOF)

6. FRONT LIFTING PLATE

DETAIL VIEW BJ

7. FRONT LIFTING PLATE

DETAIL VIEW BK
BJ BK
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 1/30/2024
23 JUPITER TWIN ACCESSIBLE USA FRAME - SINGLE BABY CHANGE JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
5/11/2021
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP S
100 mm[37 8 in]
1135 mm[445 8 in]
1135 mm[445 8 in]
848 mm[333 8 in]
828 mm[325 8 in]
5525 mm[2171 2 in]
2213 mm[871 8 in]
2233 mm[877 8 in]
100 mm[37 8 in]
1 1
7 0
m
m
[4
6 1
8 i
n
]
780 mm[303 4 in]
1 0
2 5
m
m
[4
0 3
8 i
n
]
2 3
7 0
m
m
[9
3 1
4 i
n
]
1135 mm[445 8 in]
1 0
2 5
m
m
[4
0 3
8 i
n
]
2 3
7 0
m
m
[9
3 1
4 i
n
]
2 5
5 8
m
m
[1
0 0
3 4
i
n
]
2 4
0 0
m
m
[9
4 1
2 i
n
]
2275 mm[895 8 in]
9 64
m
m
[3
8 i
n
]
7 5
m
m
[3
i
n
]
1 65
m
m
[6
1 2
i
n
]
140 mm[51 2 in]
140 mm[51 2 in]
1 65
m
m
[6
1 2
i
n
]
7 5
m
m
[3
i
n
]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 1025 mm[403 8 in]
1025 mm[403 8 in]
1 1
7 0
m
m
[4
6 1
8 i
n
]
1 2
3 1
m
m
[4
8 1
2 i
n
]
3 0
m
m
[1
1 8
i
n
]
R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
T
STEEL FRAME WELD CONNECTION DESIGN NOTE:ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND 2/22/24
HANG ercial HANGEalifornia
MH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1099

FRONT ELEVATION

RIGHT ELEVATION

PLAN VIEW
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 1/30/2024
24 JUPITER TWIN ACCESSIBLE USA FRAME - SINGLE BABY CHANGE JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
5/11/2021
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP S
1288 mm[503 4 in]
1288 mm[503 4 in]
1288 mm[503 4 in]
1288 mm[503 4 in]
1056 mm[415 8 in]
1076 mm[423 8 in]
780 mm[303 4 in]
1056 mm[415 8 in]
1056 mm[415 8 in]
4°
2 5
5 8
m
m
[1
0 0
3 4
i
n
]
2 3
7 0
m
m
[9
3 1
4 i
n
]
2275 mm[895 8 in]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 6 69
m
m
[2
63 8
i
n
]
669 mm[263 8 in]
5513 mm[217 in]
23 mm[7 8 in] 23 mm
[7 8 in]
6 mm[1 4 in]
6 mm[1 4 in]
R
E
A
R
F
R
O
N
T
FRONT
REAR
STEEL FRAME WELD CONNECTION DESIGN NOTE:ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND 2/22/24
HANG ercial HANGEalifornia
MH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1100

FRONT ELEVATION FRONT - ACCESSIBLE SWING DOOR
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
1-B 1/30/2024
25 JUPITER TWIN ACCESSIBLE USA FRAME - SINGLE BABY CHANGE JJG
in
N.T.S.

SWING DOOR FOR MANUALOPTION (REFER SHEET G/EXELOOQUALITY ASSURANCE MANUAL) 953 mm[371 2 in]

CLEAR OPENING
2 0
64 m
m
[8
1 1
4 i
n
]
1035 mm[403 4 in]
STEEL FRAME WELD CONNECTION DESIGN NOTE:ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND 2/22/24
HANG ercial HANGEalifornia
MH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1101

DETAIL CJ - TYPICAL
"T" CONNECTION & VERTICAL WELDS
( 1 : 10 )

DETAIL CL
POST TO BEAM CONNECTION ( 1 : 10 )

DETAIL CM

TYPICAL BASE PLATE CONNECTION

CENTRE PORTAL POST
( 1 : 10 )

DETAIL CP

TYPICAL BASE PLATE CONNECTION

CORNER PORTAL POSTS
( 1 : 10 )

DETAIL CT

LIFT PLATE TO

PORTAL/ROOF BEAM
1 : 10 )
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
26 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

POST PER PLAN
1/4"1/4"
BEAM

POST PER PLAN

BEAM PER PLAN
1/4"1/4"

CONCRETE SLAB PER PLAN
1/4"

HSS POST PER PLAN
PL 12"x10x10
1/4"
4-38"Ø WELDED
STUDS x 3" LONG

CONCRETE SLAB PER PLAN
HSS 3x2x18 FLAT

HSS POST PER PLAN

REFER TO HUME ENGINEERING DRAWINGS,
RS4, FOUNDATION, DATE 2020-09-21

FOR FOUNDATION DETAILS
NOTE (FOR DETAIL C - FOOTING @ SLAB):1. THE SUBGRADE (BELOW THE AGGREGATE BASE) SHOULD BE SCARIFIED TO A DEPTH OF ABOUT 12 INCHES, MOISTURE CONDITIONED,TO AT LEAST 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT, AND RE-COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION PER ASTM D-1557.2. THE BOTTOM OF THE FOOTING EXCAVATION SHOULD BE COMPACTED WITH A JUMPING JACK COMPACTOR WITH AT LEAST 4 PASSES.3. THE SLAB SHOULD BE UNDERLAIN BY 2 INCHES A MASON SAND (ASTM C-144) COMPACTED WITH A VIBRATORY PLATE OVER A MINIMUM 4 INCHES OFCLASS 2 AGGREGATE BASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION.

PL 12"x10x10
1/4"1/4"
76 mm[3 in]
5 0
m
m
[2
i
n
]

TIE IN REINFORCING

TO CAST IN PLATES

TIE IN REINFORCING

TO CAST IN PLATES
1/4"1/4"

PORTAL BEAM

ROOF BEAM
7 5
m
m
[3
i
n
]
76 mm[3 in]
34" LIFT PLATE
34" LIFT PLATE
28 mm[11 8 in] 30 mm
[11 8 in] 141
m
m
[5
5 8
i
n
]
STEEL FRAME WELD CONNECTION DESIGN NOTE:ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND 2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1102
1 1
22 33
44 55
66 77
88 99
1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
27 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
4/16/2012
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP B
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1103
1 1
22 33
44 55
66 77
88 99
1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
28 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
4/16/2012
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP B
55 66
77 88
99 1010
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1104
1 1
22 33
44 55
66 77
88 99
1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
29 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
4/16/2012
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP B
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1105
1 1
22 33
44 55
66 77
88 99
1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
30 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
20-22 Paramount Drive, Henderson, 0610PO Box 84-120, Westgate 0657Auckland, New ZealandT: (0800) 393 566 +/-0.5
R
Rev Date.
4/16/2012
New Zealand - Exeloo LTD Australia - Exeloo PTY
204/25 Berry Street, North Sydney, NSW 2060PO Box 1412 Wahroonga, NSW 2076T: (800) 501 069 1015 Nipomo St, Suite 100,San Luis Obispo, CA 93401PO Box 13310, San Luis Obispo, CA 93406T: (800) 676-5290 or 1-800-303-3506USA - Exeloo CORP B
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1106

DOOR ENTRY & CONCRETE APRON
( 1 : 3 )
11 22
33 44
55 66
77 88
99 1010
A AB B
C CD D
E EF F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Material: Drawing No:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Tolerance: Scale:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
1-H 1/30/2024
31 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

CONCRETE APRON
(BY OTHERS)

FLOOR DRAIN GRATE

DOOR THRESHOLD

FLOOR TILE

POCKET SLIDING DOOR
CONCRETE SLAB BASE 130 mm
[51 8 in]

FRONT OF SLAB
1 2
m
m
[1
2 n
i
]
F
L
O
O
R
T
I
L
E
12 mm[1 2 in]

THRESHOLD
5 m
m
[1
4 i
n
]
2/22/24
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23Expiration Date: 2025-05-22Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1107
.
“ ” “ ”
xxxxx
xxxx
xxxxx
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.

D R A W N B Y : RS0.1 20 020

DETAILS
2022-05-09 STAMPED SET #01
  

 


 



P.O. Box 15238
San Luis Obispo CA 93406
805-543-6311
SDSStructural Drafting Services

JUPITER DOUBLE UNIT
JUP22DD, JUP32DD,, JUP42DD,
JUP52DD
2022-06-07 STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:24:15 AM, alma 202 -02-01 STAMPED SET
#
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI) Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23 Expiration Date: 2025-05-22 Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1108
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: R O J E C T: S H E E T N O.

D R A W N B Y : RS1.1 20 020

JUPITER DOUBLE UNIT
JUP22DD, JUP32DD,, JUP42DD,
JUP52DD
2022-06-07 STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:24:18 AM, alma 202 -02-01 STAMPED SET
#
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408 1507408Intertek (Intertek-ATI)Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23 Expiration Date: 2025-05-22 Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1109
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: R O J E C T: S H E E T N O.

D R A W N B Y : RS2 20 020

FOUNDATION & ROOF PLAN
2022-05-09 STAMPED SET #01
  

 


 



P.O. Box 15238
San Luis Obispo CA 93406
805-543-6311
SDSStructural Drafting Services

JUPITER DOUBLE UNIT
JUP22DD, JUP32DD,, JUP42DD,
JUP52DD
2022-06-07 STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\20 020 S2 FOUNDATION & ROOF PLAN.dwg, 6/7/2022 8:24:39 AM, alma 202 -02-01 STAMPED SET
#
pproved for Commercial
Approved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI) Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23 Expiration Date: 2025-05-22 Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1110
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: R O J E C T: S H E E T N O.

D R A W N B Y : RS3 20 020

ELEVATION PLAN
2022-05-09 STAMPED SET #01
  

 


 



P.O. Box 15238
San Luis Obispo CA 93406
805-543-6311
SDSStructural Drafting Services

JUPITER DOUBLE UNIT
JUP22DD, JUP32DD,, JUP42DD,
JUP52DD
2022-06-07 STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\20 020 S3 ELEVATION PLAN.dwg, 6/7/2022 8:24:44 AM, alma 202 -02-01 STAMPED SET
#
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI) Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23 Expiration Date: 2025-05-22 Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1111
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: R O J E C T: S H E E T N O.

D R A W N B Y : RSD1.1 20 020

JUPITER DOUBLE UNIT
JUP22DD, JUP32DD,, JUP42DD,
JUP52DD
2022-06-07 STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:25:18 AM, alma 202 -02-01 STAMPED SET
#
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI) Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23 Expiration Date: 2025-05-22 Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1112
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: R O J E C T: S H E E T N O.

D R A W N B Y : RSD1.2 20 020

JUPITER DOUBLE UNIT
JUP22DD, JUP32DD,, JUP42DD,
JUP52DD
2022-06-07 STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:25:21 AM, alma 202 -02-01 STAMPED SET
#
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI) Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23 Expiration Date: 2025-05-22 Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1113
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: R O J E C T: S H E E T N O.

D R A W N B Y : RSD1.3 20 020

JUPITER DOUBLE UNIT
JUP22DD, JUP32DD,, JUP42DD,
JUP52DD
2022-06-07 STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:25:23 AM, alma 202 -02-01 STAMPED SET
#
Approved for CommercialApproved by: State of CaliforniaMH DAA #DM1507408Intertek (Intertek-ATI) Plan Approval: #R-ϮϭϯϭϲApproval Date: 2024-02-23 Expiration Date: 2025-05-22 Without Foundation Approval 1748 33rd StreetOrlando, FL 32839
1114
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Page 1 ends

Richmond City CouncilMay 21, 2024

Richmond City Council
May 21, 2024