579 Clyde Avenue, Suite 300 Mountain View, CA 94043
Architecture, Planning, Restoration, Interiors
Cabrillo Community!College!2732-2798 Cabrillo College drive,!Aptos, CA-95003!!Solar Water Heater Project -!Swimming Pool
- Owner Review 11-03-14
-
-
Bid
Owner Review
01-23-15
12-22-14
Cabrillo Community College!Solar Water Heater - Swimming Pool!
2732 Cabrillo College Drive,!Aptos, CA - 95003
Title,Data &!Site Plan
A11Site Plan
NTS
As Noted
Project!North
Site
Limit of !Construction
Description Of Work
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
A.P.N. #!!
Code!!!!!
Area
1. Add Solar panels.2. Regrade panel area3. Add Retaining wall and fence.4. Add pumps and controllers in pump room.5. Add piping between panel area and pump room.
General NotesApplicable 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.
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.
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.
Data
Drawing Index
Directory
Architectural
A1 Title, Data & Site Plan
A2 Site Plan
A3 Erosion Control Plan
A7.1 Sections & Detail
A7.2 Erosion Control Details
Mechanical
FHW100 Mechanical Data
FHW200 Mechanical Plan
FHW300 Mechanical Details
FHW400 Mechanical Details
FHW401 Pipe Location Details
John Miller Architect, AIA!579 Clyde Ave, #300!Mountain View, CA 94043!(650) 960-0500!John Miller
Contractor
Design !Manager
Owner,!Property
Architect
Cabrillo Community Collage!6500 Soquel Dr, !Aptos, CA 95003!
Location Map
1A2
TBD
Visualize Solar Lincoln Aquatics!P.O. Box 1616 2051 Commerce Ave.Los Altos, CA 94023 Concord, CA 94520!(650) 302-9376 (800) 223-5450!Breene Kerr
Free Hot Water!2023 O'Toole Ave.!San Jose, CA 95131!(408) 432-9900!Gal Moyal
Mechanical Engineer
Project!Manager
Innovative Construction Services, Inc.!5433 El Camino Ave. #2!Carmichael, CA 95608!(530) 251-6922!Jon Salisbury
579 Clyde Avenue, Suite 300 Mountain View, CA 94043
Architecture, Planning, Restoration, Interiors
35'-0"CLR.
3'-0"
9'-4"
3'-6"
Cabrillo Community!College!2732-2798 Cabrillo College Drive,!Aptos, CA-95003!!Solar Water Heater Project -!Swimming Pool
175°
Fence, See!detail 6&7 /A7.1
Fence, See!detail 6&7 /A7.1
Pump!Station
3A7.1
1/1A7.1
Conc. Retaining!Wall (e)
Retaining!Wall
Conc. Retaining!Wall (e)
Solar Panels
Existing !Fire Hydrant
6A7.1
12A7.1
Existing !chain fence
Underground Pipes
Brick Retaining!Wall
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 line.4. 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. 7. Gate: Double
579 Clyde Avenue, Suite 300 Mountain View, CA 94043
Architecture, Planning, Restoration, Interiors
Cabrillo Community!College!2732-2798 Cabrillo College Drive,!Aptos, CA-95003!!Solar Water Heater Project -!Swimming Pool
File: Cabrillo/ Current/!A7 PlanDtls
710
2
3
5811
912
14
15
1
As noted A7.2Scale: NTS
Scale: NTS
Scale: NTS
Gravel Bag Dike
Straw Rolls
Inlet Protection
-
(e) Grade
6" Cobble !stone min.
Filter fabric!to cover inlet
Note:!- Three layers of gravel bags with ends overlapped
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.
See 1/- for Inlet protection
Gravel bags consist of bulap sack filled w 3/4" crushed. Clean drain rock.
