Location Map
Cabrillo Community College!
Solar Water Heater - Swimming Pool!
Cabrillo Community!
College!
2732-2798 Cabrillo College drive,!
Aptos, CA-95003!
!
Solar Water Heater Project -!
Swimming Pool
Site
2732 Cabrillo College Drive,!
Aptos, CA - 95003
General Notes
Applicable to all drawings:
1. The following notes are hereby made an integral part of each and every drawing of the
contract documents.
2. All drawings are complimentary and what is part of one drawing shall be considered part of all
the drawings.
Description Of Work
1. Add Solar panels.
2. Regrade panel Area
3. Add Retaining wall and fence.
4. Add pumps and controlers in pump room.
5. Add piping between panel area and pump room.
3. Dimensions are to face of stud, or face of concrete unless noted otherwise.
4. The General Contractor shall verify all dimensions in the field to assure proper construction
tolerances prior to beginning work. Notify the Architect immediately of any discrepancies prior
to preceding with work.
5. In case of discrepancies:
a. Dimensions shall take precedence over scale measurements of drawings.
b. Large scale drawings & details shall take precedence over smaller scale drawings & details.
c. The more restrictive and costly shall apply unless otherwise approved by the architect.
Data
A.P.N. #!
!
Code!
!
!
!
!
Area
Not Applicable!
!
CBC 2013, CMC 2013, CPC 2013, !
CEC 2013 (as amended by the state !
of California and local jurisdiction) !
Structural: CBC 2013 !
!
5,000 sf Solar Panel Area
6. Where a material or item is indicated on the drawings, the material or items shall be used
unless otherwise noted as follows:
a. Throughout the entire length and height of walls, partitions, panels, windows, etc.
b. In detail for which it occurs in other similar functional areas throughout the project.
c. In detail for which it occurs in other similar locations throughout the project.
7. All work shall comply with applicable requirements of national, state and local codes,
ordinances and regulations including rules and regulations of the Americans with Disabilities
Act (ADA) and the Life Safety Code and Cal-Occupational Safety and Health Acts and all
amendments thereto.
a. The preceding shall take precedence over all work that does not conform to the minimum
requirements.
b. All work that is equal to or exceeds the minimum requirements of the preceding shall be
constructed as shown.
8. The General Contractor shall be responsible for the coordination of the work of all trades.
The General Contractor shall notify the Architect in writing of any and all conflicts between
trades and shall obtain written resolution from the Architect prior to proceeding with
construction in all areas affected by the conflict.
9. Utilities affected by construction shall be protected and/or capped off in accordance with
applicable codes and utility companies.
10. When and if future construction is planned all utility companies, public and private, must be
contacted, including any in control of utilities not shown on these plans.
11. The Contractor shall strictly follow all manufacturer's installation instructions and
recommendations for all materials, products and equipment used in this project.
12. On continuous wall surface where construction includes more than one material finish or
material thickness, align face of adjacent finishes, unless otherwise noted.
1
A2
Limit of !
Construction
Drawing Index
Architectural
A1
Title, Data & Site Plan
A2
Site Plan
A3
Erosion Control Plan
A7.1 Sections & Detail
A7.2 Erosion Control Details
-
Bid
01-23-15
Mechanical
-
Owner Review
12-22-14
FHW100 Mechanical Data
-
Owner Review
11-03-14
No.
Revision
FHW200 Mechanical Plan
FHW300 Mechanical Details
FHW400 Mechanical Details
FHW401 Pipe Location Details
Directory
Owner,!
Property
Cabrillo Community Collage!
6500 Soquel Dr, !
Aptos, CA 95003!
Project!
Manager
Innovative Construction Services, Inc.!
5433 El Camino Ave. #2!
Carmichael, CA 95608!
(530) 251-6922!
Jon Salisbury
Design !
Manager
Visualize Solar
P.O. Box 1616
Los Altos, CA 94023
(650) 302-9376
Breene Kerr
Mechanical
Engineer
Architect
Project!
North
Contractor
Site Plan
NTS
1
Date
Lincoln Aquatics!
2051 Commerce Ave.
Concord, CA 94520!
(800) 223-5450!
Free Hot Water!
2023 O'Toole Ave.!
San Jose, CA 95131!
(408) 432-9900!
Gal Moyal
John Miller Architect, AIA!
579 Clyde Ave, #300!
Mountain View, CA 94043!
(650) 960-0500!
John Miller
john miller architects
Architecture, Planning, Restoration, Interiors
579 Clyde Avenue, Suite 300
T: 650.960-0500
Mountain View, CA 94043 F: 650.960-0555
Title,Data &!
Site Plan
©2014 John Miller, Architect AIA
TBD
Scale:
As Noted
Cabrillo/ Current/!
File: A0 _ Data
A1
Job #211
Cabrillo Community!
College!
2732-2798 Cabrillo College Drive,!
Aptos, CA-95003!
Existing !
Building
Water!
Heater
+1.0
Shaft to Roof Exhaust
Filters
Existing !
Basement
4
Solar Panels
6
A7.1
Solar !
Tank
3'-0"
1
Surge !
Pit
+0.6
+0.4
Pump!
Station
+1.15
Existing!
Mech. Rm
Elevator!
Shaft
+4.15 Tow
+0.75
6
3
A7.1
Existing!
Conduits
1/1
A7.1
Raised Conc. Deck (e)
Underground Pipes
Conc. Retaining!
Wall (e)
Brick Retaining!
Wall
2
A7.1
!
Conc. Retaining!
Wall (e)
3
0.0
!! !
Conc. steps (e)
12
A7.1
2
!
11
A7.1
5
3'-0"
MIN.
Cabrillo College Drive
Sheet Notes:
1. Daylight foundation drain.
Provide 1/4" x 1/4" screen.
2. Conform w/(N) Top soil.
3. Cut back behind wall for drain rock &
drain line.
4. 4'-0" Gate. See note 8/A7.1 for Hardware
details.
5. Slope pipe down from core in wall.
6. Remove vegetation and regrade 1: 3 or
flatter.
!
Solar Water Heater Project -!
Swimming Pool
Step
35'-0"
CLR.
6
A7.1
7
A7.1
Pool Deck
Fence, See!
detail 6&7 /A7.1
Existing !
chain fence
Retaining!
Wall
± 3%
5
118'-10 8"
175°
0.0
-0.15
5'-0"
-0.35
+0.6
30'-0"
3'-0"
+3.6 Tow
2/1
A7.1
2'-0"
3'-6"
Step
9'-4"
-1.0
± 3%
!
!
01-23-15
-
Bid
12-22-14
-
Owner Review
11-03-14
No.
Revision
Date
Existing !
Building
AD
-1.0
Bid
Existing !
Swimming pool
-1.9'
Existing !
Fire Hydrant
-
2
A7.1
-0.25
-1.2
+2.75 TOW
!!
0.0
+1.0
john miller architects
Architecture, Planning, Restoration, Interiors
579 Clyde Avenue, Suite 300
T: 650.960-0500
Mountain View, CA 94043 F: 650.960-0555
Drive (e)
Site Plan!
©2014 John Miller, Architect AIA
Site Plan
Scale: 1" = 10'-0"
1
Scale:
1"=10'-0"
Cabrillo/ Current/!
File: A2 PlanDtls
A2
Job #211
Cabrillo Community!
College!
2732-2798 Cabrillo College Drive,!
Aptos, CA-95003!
Existing !
Building
!
Solar Water Heater Project -!
Swimming Pool
LEGEND:
Gravel Bag
Straw Roll
Construction Fence
Inlet Protection
Notes:
- Seal all other inlets not intended to
accept storm water and direct flows
temporarily to functional sedimentation
basin inlets. - Typ.
+1.0
Existing !
Basement
3'-0"
Existing!
Mech. Rm
+4.15 Tow
+0.75
!
+0.6
+0.4
!! !
!
+1.15
3'-0"
MIN.
Cabrillo College Drive
0.0
Step
Pool Deck
35'-0"
CLR.
± 3%
5
118'-10 8"
175°
0.0
-0.15
-0.35
+0.6
+3.6 Tow
3'-6"
Step
9'-4"
-1.0
-
Bid
01-23-15
No.
Revision
Date
Existing !
Swimming pool
-1.9'
1
A7.2
Existing !
Building
AD
3
A7.2
± 3%
!
-1.0
!
-0.25
-1.2
+2.75 TOW
!!
Straw roll
2
A7.2
0.0
+1.0
john miller architects
Construction!
Entrance
Architecture, Planning, Restoration, Interiors
579 Clyde Avenue, Suite 300
T: 650.960-0500
Mountain View, CA 94043 F: 650.960-0555
Erosion Control!
Plan!
©2014 John Miller, Architect AIA
Erosion Control Plan
Scale: 1" = 10'-0"
1
Scale:
1"=10'-0"
Cabrillo/ Current/!
File: A3 Erosion plan
A3
Job #211
6'-0"
3
-
FOR ADDITIONAL!
INFO.
Cabrillo Community!
College!
Cut area
Solar Panels!
at 4'-0" o.c
Chain fence !
as shown on plan
Vinyl coated!
wire mesh
5'-0"
3'-0"
Retaining!
Wall
28'-0"
2732-2798 Cabrillo College Drive,!
Aptos, CA-95003!
2
-
!
Solar Water Heater Project -!
Swimming Pool
4'-0"
MAX.
1
60'-6 4"
ROAD
Cross Section
6'-8"
1
Solar Panels!
at 4'-0" o.c
5'-0"
3'-0"
Retaining!
Wall
Existing !
Chain fence !
2
-
28'-0"
4"
4'-0"
MAX.
ROAD
6'-0"
58'-6"
Cross Section
10
2
7
Fence!
Scale: 1/2" = 1'-0"
1
Sections
Scale:1" = 10'-0"
3 min
4'-4"
(e) Concrete Wall
1
CMU:!
AB Fieldstone!
Face - 812 Sierra Cascade!
Anchor - SAU!
Cap!
Gravel - 1/4" to 1-1/2" crushed, washed
Hoover AG-36-3B on the back side of the Gate.
Refer to Ecoflex
manual
Cut area
Ecoflex "Wall seal"
On-site soil
6º
Slope!
Pipe
Wall rock 8" lifts!
95% compact wall
infill & backfill
6'-8"
4'-0"
MAX.
Filter fabric
Grade
Filter fabric
4"
10"
6" Perforated Pipe
Compact sub grade 95%
Note:!
Gate Hardware!
!
Hinges/Bracket- Hoover -Adjust A - Gate kit for wood, AG-36-3B.!
Padlock Eyes - Hoover Fence 1300-00SP/316!
Lock- Hoover,Lateral action, combination dead, bolt lock !
BL-2615-Black-BL- 4ECXT (RH for right hand, !
LH for left hand)
14
11
Pipe Penetration @ Concrete
Scale: 1-1/2" = 1'-0"
Gate!
Scale: 1/2" = 1'-0"
2'-8"
8
2
Retaining Wall
Scale: 1-1/2" = 1'-0"
-
Bid
01-23-15
-
Revision
01-07-14
-
Bid
12-22-14
-
Owner Review
11-03-14
No.
Revision
Date
Simpson sds 1/4" X 8" double!
barrier coating. pre-drill top plate in !
advance of installation
9 ga. Hot Dripped
Galv. staple 8"oc.
Flexible Flashing!
Trim to top of post.
14 ga. Vinyl coated!
2" x 2" Wire Mesh.!
Panel breaks at post only.
Conduit
Pipe (typ)
Sand or Select !
Backfill 6" Over !
Top of Jacket
HDPE Jacket (typ)
4" x 4" Foundation grade!
Red Wood Post
Grade
3/8" - 3/4" Crushed Rock
Remove Top Soil
Finish Grade
Conc.
SLOPE
Geotextile!
MSCAPE by Mirafi
3"
MIN.
24"
MIN.
john miller architects
Architecture, Planning, Restoration, Interiors
3'-0"
MIN.
6"
MIN.
12"
MIN.
12"
MIN.
579 Clyde Avenue, Suite 300
T: 650.960-0500
Mountain View, CA 94043 F: 650.960-0555
Undisturbed Soil
6"
MIN.
3"
6" Sand or Select!
Backfill Bed in!
Bottom of Trench
Sections!
& Details
Undisturbed earth
3"
Drain rock
©2014 John Miller, Architect AIA
1'-0"
15
Buried Pipe Detail
Scale: 1" = 1'-0"
12
9
Fence Detail!
Scale: 1 1/2" = 1'-0"
6
Base at Grade!
Scale: 1 1/2" = 1'-0"
3
Scale:
As noted
Cabrillo/ Current/!
File: A7 PlanDtls
A7.1
Job #211
Cabrillo Community!
College!
(e) Grade
2732-2798 Cabrillo College Drive,!
Aptos, CA-95003!
!
Solar Water Heater Project -!
Swimming Pool
6" Cobble !
stone min.
Filter fabric!
to cover inlet
10
7
1
Inlet Protection
Scale: NTS
5" dia. ±
Dig trough 3"!
to 5" deep to!
set rolll in ground
Note:!
- Straw roll installation requires the placement and secure staking of the
roll in a trench 3" to 5" deep, dug on contour. Runoff must not be allowed
to run under or around roll.!
!
- Contractor is responsible for regular maintenance and inspection. The silt
shall be cleaned out when it reaches half the height of the roll.
14
11
8
5
2
Straw Rolls
Scale: NTS
-
Bid
01-23-15
No.
Revision
Date
Gravel bags!
ovelap onto curb
3"
MI
N.
See 1/- for Inlet
protection
Gravel bags consist of
bulap sack filled w 3/4"
crushed. Clean drain rock.
john miller architects
Runoff
Architecture, Planning, Restoration, Interiors
579 Clyde Avenue, Suite 300
T: 650.960-0500
Mountain View, CA 94043 F: 650.960-0555
Erosion Control!
Details
Note:!
- Three layers of gravel bags with ends overlapped
©2014 John Miller, Architect AIA
15
12
9
Gravel Bag Dike
Scale: NTS
3
Scale:
As noted
Cabrillo/ Current/!
File: A7 PlanDtls
A7.2
Job #211
2023 O'TOOLE AVENUE
SAN JOSE, CA 95131
Tel: 408 - 432 - 9900
Fax: 408 - 872 - 4142
www.FreeHotWater.com
2023 O'TOOLE AVENUE
SAN JOSE, CA 95131
Tel: 408 - 432 - 9900
Fax: 408 - 872 - 4142
www.FreeHotWater.com
2023 O'TOOLE AVENUE
SAN JOSE, CA 95131
Tel: 408 - 432 - 9900
Fax: 408 - 872 - 4142
www.FreeHotWater.com
2023 O'TOOLE AVENUE
SAN JOSE, CA 95131
Tel: 408 - 432 - 9900
Fax: 408 - 872 - 4142
www.FreeHotWater.com
2023 O'TOOLE AVENUE
SAN JOSE, CA 95131
Tel: 408 - 432 - 9900
Fax: 408 - 872 - 4142
www.FreeHotWater.com