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 controllers 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 - Re-Bid 03-20-15 - Bid 01-23-15 Mechanical - Owner Review 12-22-14 FHW100 Mechanical Data - Owner Review 11-03-14 No. Revision A7.2 Erosion Control Details 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 (e) Solar Panels +1.0 Shaft to Roof Exhaust Filters (e) Existing ! Basement 4 6 A7.1 3'-0" 1 +4.15 Tow 4'-0" Surge ! Pit (e) +0.6 +0.4 Pump! Station +1.15 3'-0" MIN. !! ! ! 11 A7.1 Conc. steps (e) 12 A7.1 3 A7.1 Existing! Conduits 1/1 A7.1 Raised Conc. Deck (e) Conc. Retaining! Wall (e) Underground Pipes 3 0.0 Cabrillo College Drive ! 5 6 Fence, See! detail 6&7 /A7.1 2 Solar ! Tank Existing! Mech. Rm Elevator! Shaft (e) Fence +0.75 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 ! Solar Water Heater Project -! Swimming Pool Conc. Retaining! Wall (e) Brick Retaining! Wall 2 A7.1 Step Pool Deck 35'-0" CLR. 6 A7.1 7 A7.1 Existing ! chain fence Retaining! Wall ± 3% 5 118'-10 8" 175° 0.0 -0.15 -0.35 +3.6 Tow +0.6 2/1 A7.1 5'-0" 30'-0" 3'-0" 2'-0" 3'-6" Step 9'-4" -1.0 ± 3% !! - Bid 01-23-15 - Bid 12-22-14 - Owner Review 11-03-14 No. Revision Date 2 A7.1 -0.25 -1.0 ! 03-20-15 Existing ! Building AD ! Re-Bid Existing ! Swimming pool -1.9' Existing ! Fire Hydrant - -1.2 +2.75 TOW 10'-0" 0.0 7 +1.0 Fence, See! detail 6&7 /A7.1 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 - Re-Bid 03-20-15 - 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 8'-0" 6 - FOR ADDITIONAL! INFO. Chain fence ! as shown on plan Vinyl coated! wire mesh 5'-0" 3'-0" 28'-0" Cabrillo Community! College! Cut area Solar Panels! at 4'-0" o.c Retaining! Wall 2732-2798 Cabrillo College Drive,! Aptos, CA-95003! ! Solar Water Heater Project -! Swimming Pool 2 - 60'-6" ROAD Cross Section 6'-8" 1 Solar Panels! at 4'-0" o.c 5'-0" 3'-0" Existing ! Chain fence ! Retaining! Wall 28'-0" 4" 2 - ROAD 58'-6" Cross Section Note:! See 6/- for additional information. 10 6'-0" 2 7 Fence! Scale: 1/2" = 1'-0" 1 Sections Scale:1" = 10'-0" 3 min 3" 1 4'-4" (e) Concrete Wall Hinge Cut area R & R soil Lagging Cut line 2'-0" Max. Refer to Ecoflex manual Ecoflex "Wall seal" Slope! Pipe Materials:! ! Concrete Pier:! 2500 psi conc.! ! ! Drain Composite:! Mirafi G 1100NC! ! Fasteners:! Galvanized G-185! ! Perforated pipe:! 4" perforated, corrugated HDPE w/ filter fabric sock! ! Wood Lagging:! 3 x 12! WWPI grade and label UC 4A preservative! for contact with earth! Field apply wood preservative at cuts: copper naphthenate! ! Wood Posts:! 6 x 6 @ 8'-0" o.c.! WWPI grade and label UC 4B preservative! for contact with earth! Field apply wood preservative at cuts: copper naphthenate! ! ! ! ! ! ! Drain composite 6'-8" Perforated pipe Carriage bolt: 1/2" Ø 4" 5'-0" Concrete pier 19" Ø Wood post 3" 3" Note:! Gate Hardware! ! Hinges/Bracket- Hoover -Adjust A - Gate kit for wood, AG-36-3B.! Padlock Eyes - Hoover Fence 1300-00SP/316! Single gate Lock - Simplex 50 - 21, Push button ! Dougle gate Lock - Drop rod fork latch! 14 11 Pipe Penetration @ Concrete Scale: 1-1/2" = 1'-0" Gate! Scale: 1/2" = 1'-0" 8 Wood Retaining Wall Scale: 3/4" = 1'-0" 2 - Re-Bid 03-20-15 - 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 Staple @ 8" o.c.! 9 ga. hot dipped galv. T & B Flexible flashing! Trim to top of post. Fabric:! 11 ga. black vinyl 2" chainlink mesh,! Caltrans standard Conduit Pipe (typ) Post: 4 x 4 Redwood,! construction heart Sand or Select ! Backfill 6" Over ! Top of Jacket HDPE Jacket (typ) Bottom wire: #6 Grade 3/8" - 3/4" Crushed Rock Remove top soil Geotextile! MSCAPE by Mirafi Conc. 2500 psi Finish Grade SLOPE 2" 24" MIN. john miller architects 3'-9" Architecture, Planning, Restoration, Interiors 12" MIN. 12" MIN. Undisturbed Soil 6" MIN. 3" 6" MIN. 579 Clyde Avenue, Suite 300 T: 650.960-0500 Mountain View, CA 94043 F: 650.960-0555 Sections! & Details Undisturbed earth 3" 6" Sand or Select! Backfill Bed in! Bottom of Trench Drain rock 1'-0" 15 Buried Pipe Detail Scale: 1" = 1'-0" 12 9 Fence Detail! ©2014 John Miller, Architect AIA 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 - Re-Bid 03-20-15 - 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