Downtown ParkingStructure Project
REVISED PROPOSAL MAY 24, 2023PROJECT NUMBER:
SQ-24-DE-23-01
CITY OF FONTANA
TABLE OF CONTENTS
Revised Proposal
Preliminary Schedule
Revised Drawings
Renderings
The above proposal includes all labor, material, tools, equipment, supervision, workers compensation, public liability and property damage insurance and all sales taxes unless otherwise stated. All work will be completed in a neat, thorough, and workmanlike manner in accordan ce with accepted industry standard practices.
BOMEL CONSTRUCTION CO., INC.
LICENSE: CA #265409, NV #0031451
Accepted By: By : Andr ew Douglass
Date: Date: May 24, 2023
96 Corporate Park, Irvine, CA 92606 Tel: 714.92 1.1660 Fax: 714.921.1943 3911 W. Quail Ave., Las Vegas, NV 89118 Tel: 70 2.798.1660 Fax: 702.798.1665 701 Palomar Airport Road, Suite 270, Carlsbad, CA 9 2011 Tel: 760.431.6360 Fax: 760.431.6361 CA LIC. #265409 NV LIC. #31451 UT LIC. #314 390
PROPOSAL
To: City of Fontana Date: May 24, 2023 8353 Sierra Avenue This proposal is subject to change or cancellation without Fontana, CA 92335 notice if not accepted within 30 days from above d ate.
Attn: Mr. Christopher Smethurst
Project : Fontana Downtown Parking Structure
Type of Work: Design-Build Turn-key Construction
Designers: PDS (Arc hite ctural ) / C&T (Structural)
BOMEL CONSTRUCTION CO., INC . hereinafter called the Company; proposes to desig n and construct the new parking structure project located at the 8491 Sierra Avenue , Fontana, CA 92335, in accordance with the attached Proposal Letter which includes the Company’s scope, clarifications, and e xclusions, for the lump sum price listed below.
Base Bid: Design-Build Parking Structure (Per the Original RFP Plans & Specifications) ……..…..…. $ 12,995,678* Alternate: Eliminate the Speed Ramp and Partial Bay and Use Bomel’s 2-Bay V.E. Option .. Deduct < $ 512,463 > Alternate: Eliminate the Painting of All Interior Concrete Surfaces ……………………..…... Deduct < $ 176,517 > Alternate: Reduce the Quantity of Security Cameras to a Total of Thirty Four (34) Each …... Deduct < $ 254,867 > Alternate: Use Hydraulic Elevators in lieu of MRL Elevators in Both Shafts ……………..… Deduct < $ 213,172 > Alternate: Add Anti-Graffiti Coating to Interior Vertical CIP & CMU Surfaces (10’ High Max.) .. Add $ 41,334 Alternate: Allowance for the Removal of the FWC Water Line & So Cal Gas Line Utilities ……. Add $ 30,000**
GRAND TOTAL (Revised Contract Amount, Including Owner Requested Alternates & Allowances) $ 11,909,993
Alternate: Reduce Anti-Graffiti Scope to Interior Columns, UT Beams, & Spandrels Only .… Deduct < $ 17,915 >
* Note: This value includes the City Owned Contingency amount of $900,000, as specified in the original RFP document.
** Note: The relocation of the existing FWC water line & So Cal Gas line shall be performed by th e respective utility agencies.
The allowance above covers only the removal of the existing (2) utility lines & temporary capping.
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
BONDING:
1. Bomel Construction has a single project bonding capacity of $150 million dollars and an aggregate capacity of $350 million dollars with an A + rated insurer.
ESCALATIONS:
1. Due to the uncertainty within the steel market the prices for steel and reinforcing items included within our bid are good for only 30 days.
The following shall be included in the Scope of Work:
DIVISION 1 - GENERAL REQUIREMENTS:
A. Jobsite temporary office equipment, telephones, power usage costs, furnishings and consumables as required for Contractor’s work.
B. Offsite disposal of trash and debris for Contractor’s work from his operations.
C. General clean-up, dust control and street sweeping, as required.
D. Full time onsite Project Superintendent to supervise Contractor’s work, attend Owner’s meetings and generally coordinate the work.
E. Temporary utilities and usage charges.
F. As-Built drawings.
G. Traffic control for Contractor’s work.
H. Protection of all existing property and improvements.
I. Contract close out documents; warranties and maintenance manuals as normally required.
J. Survey and layout to locate the building onsite and locate all necessary column lines and elevations, as required completing the work.
K. Soils Report information and assumptions shall be as follows: Per Soils Report from Ninyo & Moore Geotechnical & Environmental Sciences Consultants dated December 23, 2022.
DIVISION 2 - SITEWORK:
A. Mass excavation and re-compaction to +/- one tenth of a foot, offsite spoil haul off, legal disposal, and grading of pad. All work will be properly certified for grade, moisture content and compaction, at slab on grade sub grade elevations (including warps and ramps) by Owner’s Soils engineer and Surveyor. Temporary Slopes shall be cut to conform to OSHA requirements. The toe shall be left at a horizontal location so that the foundations may be neat cut without the need for re-cutting the temporary slope or shoring.
B. Demolition of existing site and site clearing, Demolition of trees, AC, concrete and removal of the two (2) light pole bases at the South of site.
C. Demolition of existing water and gas lines within the garage footprint will be handled as an allowance value of $30,000 due to the potential for remediation of asbestos containing materials.
D. Slot Cut at East, West and South.
E. Excavation and grading at parking structure per Soils Report recommendations.
To be made attachment 1-1 to the contract
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
F. Provide subgrade and parking structure pad. Includes contouring sloped to drainage.
G. F & I Erosion Control (sandbags, waddles, rock and rumble plates at entrances (2 each).
H. Mobilization #2 – subgrade and curb cuts.
I. Mobilization #3 – pavement and hardscape.
J. Extended plate rental.
K. Export for other trades: Electrical (250 Cubic Yards), Plumbing (250 Cubic Yards).
L. Asphalt Paving at drive aisles and driveways.
M. Slot patch at driveway entrances.
N. Site Concrete: Curb, tree well thickened edges, driveway aprons, curb ramps, city sidewalk, trash enclosure slab on grade, pedestrian concrete, removeable bollards, curb and gutter and enhanced concrete.
O. Landscaping – Landscape and irrigation has been included for the planter areas identified on the North, South and East side of the parking structure.
DIVISION 3 - CONCRETE:
A. Structural excavation and backfill for footings and interior walls.
B. Onsite hauling of surplus spoils.
C. Layout and rebar templates.
D. Concrete material, place, finish, cure, fine grading, and pumping.
E. The finishes on the concrete will be as follows:
1) Floors: Swirl (So. Cal.) texture finish.
2) Interior Columns and Inside Wall Faces: Concrete fins knocked off, form offsets over ¼” ground smooth and/or patched with a sand/cement slurry mix to give a uniform transition across joints left by form panels, patch all voids and rock pockets so that all holes and “bug holes” are filled that are larger than ¼” diameter or length. 3) Exposed Exterior Slab Edges: Ground, patched, and smooth “sacked” finish with sand/cement slurry to create a smooth surface free from “bug holes,” pin holes and offsets in the finished surface.
4) Interior Slab Edges: Ground and patched in accordance with Item 2, above. 5) Exterior Exposed Wall Faces, Exterior Exposed Parapet Faces and Exterior Exposed Columns. Same as Item 3, above.
6) Slab Soffits: Grinding offsets over ¼” and filling holes greater than ¼” diameter, length, or depth, knocking off concrete fins (hard slurry left behind from form joints) greater than ¼” high. It is intended that the deck soffits generally have a formed-as-cast finish except for the patching of voids over ¼” deep or grinding offsets over ¼” deep. Insert holes will not be filled.
7) Interior Beams: Will finish per Item 2, above.
8) Exterior Exposed Perimeter Beams: Same as Item 3, above. 9) Floor flatness to be +/- 5/16” in ten feet.
F. Formwork, scaffolding, and design for same in sufficient quantity to meet the schedules referenced herein.
G. All formwork shall conform to the latest edition ACI 347 (Class B).
H. Concrete work shall conform to the latest edition of ACI 301 and 318, as directed by the Structural Engineer.
I. Rebar, post-tension cables in a fully encapsulated system, anchors, sheathing, all accessories, and welded wire mesh.
J. Barrier cable railing (11-strand, galvanized, 3’-6” high) at scissor ramp interior edges.
To be made attachment 1-1 to the contract
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
DIVISION 4 - MASONRY WALLS:
A. Masonry occurs at ramp head walls, ramp side walls, elevator shaft #1 & #2, elevator control room #1 and #2, trash enclosure, support/service room, stair tower #1 and stair tower #2.
B. All block is smooth gray block.
DIVISION 5 - METALS:
A. Design/Build metal pan stairs. These stairs and associated rails will be built with metal stringers, horizontal flat bar rails (approximately 3/8” x 1 ½”) with pipe or tube rail as handrail and will have concrete filled pans. This work will conform to the Building Code and any applicable A.D.A. Standards. The stairs are located per the plans. Other miscellaneous metal is included as required.
B. Expansion joints.
C. Sheet Metal.
D. Landings to be supported at the two outside corners and will be rectangular.
E. Canopy over elevator doors at roof level.
F. Security screens at ground level.
G. Security screen gates.
H. Metal panel system.
DIVISION 6 - CARPENTRY (NOT INCLUDED)
DIVISION 7 - MOISTURE PROTECTION:
A. Caulking of elevated deck construction joints, man doors, elevator doors and tops of rooms to slab soffit.
B. Waterproofing of the retaining walls, elevator pit walls, waterproofing of interior ramp walls.
C. Elastomeric coating on the floor above rooms, shaft roofs and roof delay strips.
DIVISION 8 - DOORS & WINDOWS:
A. Hollow metal doors, frames, and hardware.
B. Elevator glass and glazing.
C. (1) 24’ x 12’ Aluminum coiling grille (overhead door).
D. (2) 12’ x 12’ Aluminum coiling grille (overhead door).
DIVISION 9 - FINISHES:
A. Stall striping, directional painted floor arrows, floor cross hatching, handicap signs per code and concrete wheel stops as required, to protect hose locations and pipe risers.
B. Plaster over CMU elevator shaft #1 and #2.
C. Plaster over Foam Cornice.
D. Plaster over CMU stair tower #1 and #2.
To be made attachment 1-1 to the contract
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
E. Painting of all exterior exposed concrete walls, beams and columns.
F. Painting of stucco exterior/interior elevator/stair towers.
G. Painting of exposed CMU.
H. Painting of cornices.
I. Paint security screens.
J. Painting of metal panels.
K. Painting of security screen gates.
L. Painting of exposed sheet metal gutters, downspouts, coping at tower roofs.
M. Painting of trash enclosure compete.
N. Painting of removable bollards on site.
O. Painting of stairs and exposed miscellaneous metals is included.
P. Sealer at elevator shafts.
Q. Green Screen at the south and east elevations (3,057 SF).
R. Anti-Graffiti coatings at interior from finish grade up to 10’.
DIVISION 10 - SPECIALTIES:
A. Fire extinguishers, cabinets, and accessories.
B. Signage, as required, by code.
DIVISION 11 - EQUIPMENT:
A. Conduit for future parking control equipment.
DIVISION 12 - FURNISHINGS (NOT INCLUDED)
DIVISION 13 - SPECIAL CONSTRUCTION (NOT INCLUDED)
DIVISION 14 - CONVEYING SYSTEMS:
A. Hydraulic elevators are included with glass back, 3500# load rating, 150 fpm, stainless steel interior panels, baked enamel door frames, side opening doors.
DIVISION 15 - MECHANICAL:
A. Floor drains and roof drains within the structure including and any required trench drains, catch basins, sump pit or other structures for the proper collection of water and discharge 5’- 0” outside of building to the nearest side. Emergency floor drains will be provided on the non-roof levels and overflow drains will only be provided, if required, by applicable code.
B. Drywells, trap primers for hub drains, hub drains, trench drain located at bottom of ramp on Level 3.
C. Standpipe system at all levels. This also includes extinguishers, cabinets, and support bases all stubbed 5” – 0” outside of building.
D. Sewer.
E. Domestic water.
To be made attachment 1-1 to the contract
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
F. Contractor assumes that existing water pressure and supply is adequate for fire protection and domestic water system.
G. Ventilation or cooling of rooms per code.
DIVISION 16 - ELECTRICAL:
A. Power to meet project specific requirements.
B. LED lighting at covered areas to meet code required levels or Owner’s specific requirements whichever is greater.
C. Roof lighting shall be at code minimum levels and includes standard LED roof pole lighting in “shoebox” style housings on painted steel un-tapered square poles.
D. The electrical service will stub out the shortest distance (conduit only) to 5 feet outside the building.
E. Power to elevators.
F. Code required emergency power.
G. Lighting in rooms, stairwells, elevator pits.
H. Temporary power.
I. Security Cameras – Qty 20.
J. Blue Phones.
K. EV Chargers (20% EV Capable – 25% of the 20% EVCS).
L. Fire Alarm.
M. PV System (Capacity and Conduit only).
N. Exterior Lighting (Wall Sconces / Address). ‘
O. Two-Way Communication.
P. Keypad access to all rooms.
Q. Emergency Lighting Controls.
R. Emergency Power.
S. Safe off Utilities (remove and relocate excluded).
T. Salvage and store for the City Existing Light Fixtures and Poles.
U. Parking Controls (West Side for RV’s and EM Vehicles).
V. Electrical Bike Outlets (4).
W. ERRCS Conduit Only.
X. Enhanced Lighting at Selfie Wall.
Y. Extend Communications Conduit to Existing Vault.
Z. Extend Secondaries to location of new Transformer (assume NW Corner).
To be made attachment 1-1 to the contract
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
CLARIFICATIONS:
1. This Agreement assumes that work will commence upon issuance of Building Permit and will continue in accordance with the attached schedule dated 5/24/2023. Bomel’s durations exclude all delays not within our control. Any cost increases incurred after this time due to delays which are not the fault of the Contractor will be an addition to the contract amount.
We have assumed that construction will begin in the 4nd quarter, 2023. Due to the volatility of pricing in the construction market our proposal is based on Bomel being released to procure both subcontracts and material purchases by June 16, 2023 or the Owner will be responsible for any escalation costs due to a late commitment if any.
2. The work referenced herein is limited to that which is within the building lines except as specifically listed below:
a) Site work as specifically indicated within the RFP, with the exception of utility relocations or permanent power infrastructure which will be installed by the associated utility agency.
3. Note that we have not reviewed your Standard Contract Agreement and reserve the right to negotiate a fair and mutually acceptable Contract similar to an A.I.A. or A.G.C. format.
4. It is mutually agreed upon and understood that the Owner shall be responsible for identifying and paying permit fees, coordinating, and securing permission or entitlement to build adjacent to or encroaching on any easement that effects the Design/Builder’s work, more particularly, but not exclusively, for storm drain, sewer, fire, electrical, water service or other utilities.
5. The term “Code” used herein is understood to mean the current edition of the Local Building Codes.
6. Adequate temporary construction area for staging and for our office trailer(s) shall be made available on site at no cost.
7. Retention shall be 5%. Retention shall be due 35 days after substantial completion of our work and acceptance by Owner.
8. We cannot accept the terms of any agreement that the Owner and Tenant may have or City Development Agreement until we are provided with a copy for our review.
9. This Proposal is conditional upon all extra or revised work that is performed by Bomel will be marked up by Bomel at a rate of 15%, including Contractor directed overtime, labor, material, and equipment rental. Bomel will mark up work performed by Subcontractors at a rate of 8%. Subcontractors will mark up their work at 15%.
10. This Agreement is based upon a normal (5) day work week with 7:00 AM to 3:30 PM being our standard work shift only (unless the Design/Builder is behind through its own fault).
11. Due to the inherent nature of concrete, concrete cracking will occur. When properly designed, this cracking will be non-structural in nature.
12. Foundation quantities and sizes are based on information provided by the Owner’s soils engineer and our structural engineer’s design. Any missing or inaccurate information in the soils report remains the Owner’s responsibility. Any increase in foundation sizes due to unforeseen conditions, or any underground obstruction regardless of whether it is natural or manmade, and not clearly identified in the soils report, which requires extra work or cost to Bomel Construction is the Owner’s responsibility.
13. Structural excavation is based upon the use of standard size backhoe equipment. No allowance was made for difficult digging conditions, boulder removal, caliche, wet soils, or special excavation equipment. Additional work due to the rework required to soil at bottom of footings, due to no fault of our own, will be on the Owner’s account.
To be made attachment 1-1 to the contract
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
14. Others are responsible to pay for relocation and relocate power lines adjacent to or in the way of our work. Power lines as a minimum must be kept at least ten feet (10’-0”) from the perimeter of the building envelope during construction.
15. Owner will be responsible for schedule delays due to the impact of material shortages.
16. Bomel will be entitled to payment form formwork material buildup and purchase at the time this occurs.
17. We have not included any cost for the repair of damage sustained during the course of construction to existing curbs, sidewalks, landscaping, or any other site improvements.
18. In projects where Bomel is not providing the mass excavation and shoring for basement projects we have not included any money to adjust the perimeter shoring so it can support the weight of concrete trucks or pumping trucks. Any additional shoring required will be by Owner.
19. Design shall not start until Contractor has received an executed contract for design and construction from Owner.
20. The price and schedule are based on all utility relocation being done and paid for by others before the start of Bomel’s work.
21. Dirt material for backfill included this scope is assumed to be provided from a stockpile onsite unless noted otherwise. We do not have import of material and will use excavated soils as backfill to the extent possible.
22. Contractor assumes that a source for temporary exists or will be provided within 100’ of the parking structure site.
23. Builders Risk Insurance.
24. Civil design is included.
EXCLUSIONS:
1. Entitlement fees, plan check and permit fees, City or Agency fees.
2. Utility assessment and connection fees.
3. Utility cabling and fees. City of Fontana Power Department connection fees.
4. Work outside of our building lines (except as specifically included in Clarifications, Item 1).
5. Testing and inspection costs.
6. Removal of ground water not indicated on soils report (except rain and incidental seepage), contaminated soil removal, removal of underground unforeseen obstructions or existing utilities.
7. Locating existing utilities or relocation or removal of same.
8. Sand or gravel base under the slab on grade (not required).
9. As-built survey of existing sewer or utilities or cut and cap of utilities.
10. Re-compaction of uncertified existing fill soils.
11. Landscape and irrigation design.
12. Geotechnical investigation, design, testing and inspections.
13. Special sealer, hardeners or waterproofing other than specifically included herein.
14. Interior concrete painting.
15. Employee parking (Construction parking must be provided for our crews at no cost, within 350 yards walking distance of jobsite).
16. Soils engineering, testing report, and supplements.
17. Cost of work required by City entitlements which was not specifically included herein.
Renderings, extended presentations, design change, or drawing work during the “Entitlement” process.
18. Artist’s renderings or models.
To be made attachment 1-1 to the contract
Bomel Construction Company, Inc.
CITY OF FONTANA DOWNTOWN PARKING STRUCTURE
5/24/2023
19. Interior finishes except as included herein.
20. Shoring and underpinning of site.
21. Fire pump.
22. Mechanical ventilation or heating (except for rooms).
23. Fire alarm system beyond what is required by code.
24. Signs and graphics beyond what is required by code or shown within the bridging documents.
25. Parking control equipment, car count system, or car guidance system.
26. Delays in plan check and permit process out of our control.
27. Delays due to weather, acts of God, or labor disputes.
28. Cast-in nosing’s at concrete stairs (we are providing poured concrete treads in metal return nosing on riser).
29. Staining of concrete.
30. Column corner guards.
31. Intercom call stations.
32. Traction elevators.
33. Enclosing stairs.
34. Concrete bollards. We will use metal bollards for normal protection.
35. Drainage of exterior perimeter surfaces and slopes that direct water onto our site.
36. Galvanizing of metals.
37. Peer design review costs.
38. Factory Mutual Insurance requirements.
39. Drywall, plaster, or EIFS at soffits and walls.
40. Pile foundations.
41. Fire Sprinklers
42. Bond costs.
43. “Project Specific” Errors and Omissions Insurance.
44. Color coding of columns.
45. Painted graphics.
46. Engineers Stamp for formwork drawings.
47. Emergency responder radio communications system (ERRCS) except conduit and sleeves.
This is for police and fire.
48. Distributed Antenna System (DAS). This is for cell service.
49. Wireless Access Point (WAP) System. This is for Wi-Fi.
50. EV charging stations and wiring beyond those required by code.
51. Union Ready Mix Supplier (to be at Bomel’s option).
52. Cost of insurance, losses, or deductibles related to work on condominium or town house projects or projects that get converted into condominium or town houses after construction is completed.
53. Project labor agreement that ties our subcontractors to the Master Labor Agreements. The PLA shall be job specific only.
54. Certified payroll. (Affects AB219 charges)
55. Full-time construction entrance monitoring.
56. Work required for future expansion on parking structure.
To be made attachment 1-1 to the contract
ID Task Name Duration Start Finish
1 City of Fontana Parking Structure - Preliminary with Switchgear 347 days Mon 6/12/23 Mon 10/21/24 2 Notice To Proceed 0 days Mon 6/12/23 Mon 6/12/23
3 Design 311 days Mon 6/12/23 Thu 8/29/24
4 Architectural/Structural 70 days Tue 7/11/23 Tue 10/17/23 5 30% Construction Documents 20 days Tue 7/11/23 Mon 8/7/23 6 Agency Review 10 days Tue 8/8/23 Mon 8/21/23
7 50% Construction Documents 20 days Tue 8/8/23 Tue 9/5/23 8 Agency Review 10 days Wed 9/6/23 Tue 9/19/23
9 100% Construction Documents 20 days Wed 9/6/23 Tue 10/3/23 10 Agency Review 10 days Wed 10/4/23 Tue 10/17/23
11 Civil-Grading & Utilities 55 days Tue 7/11/23 Tue 9/26/23 12 30% Construction Documents 15 days Tue 7/11/23 Mon 7/31/23 13 Agency Review 10 days Tue 8/1/23 Mon 8/14/23
14 50% Construction Documents 15 days Tue 8/1/23 Mon 8/21/23 15 Agency Review 10 days Tue 8/22/23 Tue 9/5/23
16 100% Construction Documents 15 days Tue 8/22/23 Tue 9/12/23 17 Agency Review 10 days Wed 9/13/23 Tue 9/26/23
18 MEPS 70 days Tue 7/11/23 Tue 10/17/23
19 30% Construction Documents 20 days Tue 7/11/23 Mon 8/7/23 20 Agency Review 10 days Tue 8/8/23 Mon 8/21/23
21 50% Construction Documents 20 days Tue 8/8/23 Tue 9/5/23 22 Agency Review 10 days Wed 9/6/23 Tue 9/19/23
23 100% Construction Documents 20 days Wed 9/6/23 Tue 10/3/23 24 Agency Review 10 days Wed 10/4/23 Tue 10/17/23
25 SCE 260 days Mon 6/12/23 Tue 6/18/24
26 Develop Single Line 20 days Mon 6/12/23 Mon 7/10/23
27 SCE Design 200 days Tue 7/11/23 Mon 4/22/24
28 SCE Infrastucture Build up 20 days Tue 4/23/24 Mon 5/20/24 29 Energize Garage 20 days Tue 5/21/24 Tue 6/18/24
30 Electrical Switchgear 291 days Tue 7/11/23 Thu 8/29/24 31 Switchgear Submittal 15 days Tue 7/11/23 Mon 7/31/23 32 Switchgear Approval 5 days Tue 8/1/23 Mon 8/7/23
33 Coodination Study 10 days Tue 8/8/23 Mon 8/21/23
34 Release Switchgear 1 day Tue 8/22/23 Tue 8/22/23
35 Swithgear Fabrication and Delivery 260 days Wed 8/23/23 Thu 8/29/24 36 37 Permitting 78 days Tue 8/15/23 Tue 12/5/23
38 Architectural/Structural 73 days Tue 8/22/23 Tue 12/5/23 39 30% CD 1rst Submittal to City 1 day Tue 8/22/23 Tue 8/22/23 40 City Review 20 days Wed 8/23/23 Wed 9/20/23
41 50% CD 1rst Submittal to City 1 day Thu 9/28/23 Thu 9/28/23 42 City Review 20 days Fri 9/29/23 Thu 10/26/23
43 100% CD Submittal to City 1 day Fri 11/3/23 Fri 11/3/23 44 City Review 20 days Mon 11/6/23 Tue 12/5/23
45 Receive Permit 0 days Tue 12/5/23 Tue 12/5/23
46 Civil-Grading & Utilities 63 days Tue 8/15/23 Fri 11/10/23 47 30% CD 1rst Submittal to City 1 day Tue 8/15/23 Tue 8/15/23 48 City Review 20 days Wed 8/16/23 Wed 9/13/23
49 50% CD 1rst Submittal 1 day Thu 9/21/23 Thu 9/21/23
50 City Review 15 days Fri 9/22/23 Thu 10/12/23
51 100% CD Submittal to City 1 day Fri 10/20/23 Fri 10/20/23 52 City Review 15 days Mon 10/23/23 Fri 11/10/23
53 Receive Permit 0 days Fri 11/10/23 Fri 11/10/23
54 MEPS 73 days Tue 8/22/23 Tue 12/5/23
55 30% CD 1rst Submittal to City 1 day Tue 8/22/23 Tue 8/22/23 56 City Review 20 days Wed 8/23/23 Wed 9/20/23
57 50% CD 1rst Submittal 1 day Thu 9/28/23 Thu 9/28/23
58 City Review 20 days Fri 9/29/23 Thu 10/26/23
59 100% CD Submittal to City 1 day Fri 11/3/23 Fri 11/3/23 60 City Review 20 days Mon 11/6/23 Tue 12/5/23
61 Receive Permit 0 days Tue 12/5/23 Tue 12/5/23
62 63 Construction 321 days Wed 7/19/23 Mon 10/21/24
64 Utility Relocations 120 days Wed 7/19/23 Tue 1/9/24
65 Site Mobization & Cut/ Cap utilities 5 days Wed 1/10/24 Tue 1/16/24 66 Demo 5 days Wed 1/17/24 Tue 1/23/24
67 Rough Grading & Over Ex Pad 20 days Wed 1/24/24 Tue 2/20/24 68 Pad Certification 5 days Wed 2/21/24 Tue 2/27/24
69 Foundations 30 days Wed 2/28/24 Tue 4/9/24
70 1st Lift Columns 30 days Wed 3/6/24 Tue 4/16/24
71 Underslab MEPS 10 days Wed 4/3/24 Tue 4/16/24
72 Slab on Grade 10 days Wed 4/10/24 Tue 4/23/24
73 Decks (6 pours) 50 days Wed 4/17/24 Wed 6/26/24
74 Elevator Shaft with Glass 60 days Wed 4/3/24 Wed 6/26/24 75 Install Elevators 70 days Thu 6/27/24 Fri 10/4/24
76 Spandrels & Stairs 65 days Wed 5/8/24 Thu 8/8/24
77 Paint/Fixtures/Finishes 100 days Wed 5/1/24 Fri 9/20/24 78 Metal Panels/Façade 60 days Fri 7/12/24 Fri 10/4/24
79 Site Concrete 30 days Fri 8/2/24 Fri 9/13/24
80 Landscaping 20 days Fri 8/30/24 Fri 9/27/24
81 Test & Inspections 10 days Mon 9/30/24 Fri 10/11/24
82 Weather Allowance 5 days Mon 10/14/24 Fri 10/18/24
83 Substantial Completion 1 day Mon 10/21/24 Mon 10/21/24 May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Qtr 3, 2023 Qtr 4, 2023 Qtr 1, 2024 Qtr 2, 2024 Qtr 3, 2024 Qtr 4, 2024 Task
Milestone
Summary
Rolled Up Task
Rolled Up Milestone
Rolled Up Progress
Split
External Tasks
Project Summary
Group By Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
Progress
Deadline
BOMEL CONSTRUCTION CO., INC.
City of Fontana Parking Structure - Pre
Wed 5/24/23
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12'-6"
NEWTRASHENCLOSUREVEHICLEENTRY/EXITPEDESTRIANEXIT
PEDESTRIANEXIT RV PARKING SPACE(12' X 45')
S
S
SS
FUTURE PEDESTRIAN PLAZA(N.I.C.)FUTURE DEMO AND NEW BLDG.(N.I.C.)EXISTINGSAMMY HAGARTHEATER BIKE RACKS ANDEV BIKE CHARGING(w FENCE ENCLOSURE)
VEHICLEENTRY/EXIT
UPELEV.#13,500LBS
ELEV.#23,500LBS
SUPPORT/SERVICEROOMS
PARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOEVCHARGINGONLYEVCHARGINGONLY E.C.R.#2
E.C.R.#1
EVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLY
EVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLY VANVAN
-2'-2"
EVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLY
SLOPE UP
SPEED RAMP UP
0'-0"EVCHARGINGONLY
EVCHARGINGONLY
BICYCLEENCLOSURELONG TERM
-3'-10"
1'-2"SLOPE DN
SLOPEDN ELECTRICALROOM
UP
SITE PLANSCALE: 1/16"=1'-0"N
PROPOSED 5 LEVELPARKING STRUCTURE
(E) F.HWHEELER AVE.
NEWTRASHENCLOSUREVEHICLEENTRY/EXITPEDESTRIANEXIT
PEDESTRIANEXIT RV PARKING SPACE(12' X 45')
S SSS
BIKE RACKS ANDEV BIKE CHARGING(w FENCE ENCLOSURE)
VEHICLEENTRY/EXIT
UPELEV.#13,500LBS
ELEV.#23,500LBS
SUPPORT/SERVICEROOMS
PARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOEVCHARGINGONLYEVCHARGINGONLY E.C.R.#2
E.C.R.#1
EVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLY
EVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLY VANVAN
-2'-2"
EVCHARGINGONLYEVCHARGINGONLYEVCHARGINGONLY
SLOPE UP
SPEED RAMP UP
0'-0"EVCHARGINGONLY
EVCHARGINGONLY
BICYCLEENCLOSURELONG TERM
-3'-10"
1'-2"SLOPE DN
SLOPEDN
1234567891011
ABC
12ABC 134'-0"66'-0"66'-0"
17'-3"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"17'-3"206'-0" 23'-3"21'-012"21'-812"24'-0"24'-0"18'-0"
ELECTRICALROOM
UP
A4012
A4012 A3012
A3011
A3014A3013
A4011A4011
TIER P1 FLOOR PLANSCALE: 3/32"=1'-0"N
UNDER REVIEW
1. - GENERAL1.1STANDARD STALL STRIPING - REFER TO DETAIL -1.2ACCESSIBLE STALL STRIPING - REFER TO DETAIL -1.3DIRECTION ARROWS - REFER TO DETAIL -1.4WARNING STRIPING - REFER TO DETAIL -1.5ACCESSIBLE SIGN POLE MOUNT - REFER TO DETAIL -1.6ACCESSIBLE SIGN WALL MOUNTED - REFER TO DETAIL -2. - SITE CONSTRUCTION2.1LANDSCAPE AREA - REFER TO LANDSCAPE DWG'S2.2SIDEWALK - REFER TO CIVIL DWG'S3. - CONCRETE3.1CONC. COLUMN W/ 34" CHAMFER - REFER TO DETAIL - 3.26" RAISED CONC. CURB/ISLAND - REFER TO DETAIL -3.3 ELEVATED CONC. SLAB - REFER TO STRUCT. DWGS 3.4 CONC. SLAB ON GRADE - REFER TO STRUCT. DWGS 3.5 CONC. CUNNINGHAM BEAM - REFER TO STRUCT. DWGS3.6 CONC. DOWNTURN BEAM - REFER TO STRUCT. DWGS3.7 CONC. TRANSFER GIRDER - REFER TO STRUCT. DWGS3.8CONC. SPANDREL - REFER TO STRUCT. DWGS3.9CONC. UPTURN BEAM- REFER TO STRUCT. DWGS3.10LINE OF CONC. SWALE3.11PRECAST STAIR TREADS4. - MASONRY4.1CMU WALL - REFER TO STRUCT. DWGS4.2CMU RETAINING WALL - REFER TO STRUCT. DWGS5. - METALS5.1CONC. FILLED METAL PAN STAIRS 5.2CONC. FILLED PIPE BOLLARD - REFER TO DETAIL -5.3GUARDRAIL - REFER TO DETAIL -5.4BARRIER CABLES5.5ELEVATOR CANOPY - REFER TO DETAIL -5.6METAL SECURITY SCREEN - REFER TO SHEET -5.7METAL SCREEN ENCLOSURE - REFER TO SHEET -7. - THERMAL AND MOISTURE PROTECTION7.1DAMP PROOFING8. - DOOR AND WINDOWS8.1METAL DOOR - REFER TO SHEET -8.2METAL ROLL-DOWN DOOR10. - SPECIALTIES10.1DETECTABLE WARNING STRIP - SEE DETAIL -10.2OVERHEAD VEHICLE ENTRY / EXIT BARRIER BAR - REFER TODETAIL -10.3FUEL WARNING SIGN - REFER TO DETAIL -10.4ACCESSIBLE WARNING SIGN - REFER TO DETAIL -10.5REDUCED CLEARANCE BANG BAR - REFER TO DETAIL - 10.6 ELASTOMERIC COATING10.7BIKE RACK (DERO BIKE FILE)14. - CONVEYING EQUIPMENT14.13,500 LBS ELEVATOR21. - FIRE SUPRESSION SYSTEM21.1STANDPIPE RISER - REFER TO FIRE PROTECTION DWG'S21.2FIRE EXTINGUISHER CABINET - REFER TO DETAIL -22. - PLUMBING22.1EMERGENCY DRAIN - REFER TO DETAIL -22.2ROOF DRAIN - REFER TO DETAIL -22.3TRENCH DRAIN - REFER TO PLUMBING DWG'S.22.4PLUMBING RISER W/ BENT PLATE - REFER TO DETAIL -26. - ELECTRICAL26.1LIGHT STANDARD - REFER TO DETAIL - & ELECT. DWG'S 26.2 EV CHARGER, REFER TO ELECTRICAL DWGS26.3EV CHARGER J-BOX - REFER TO ELECT. DWGS
KEY NOTES
1. MAX SLOPE OF 1.85 % AT ANY DIRECTION AT ALL ACCESSIBLE STALLS, ELEVATOR,STAIRS LANDINGS2. CROSS SLOPE INSIDE THE ADA PATHWAY NOT EXCEED GRADIENT (1.85%) IN ANYDIRECTION3. CONTRACTOR TO VERIFY AND CONFIRM THAT 8'-2" CLEAR IS MAINTAINED AT ALLACCESSIBLE LEVELS (INCLUDING PIPES, DUCTS, LIGHTS)4. ALL VERTICAL PIPE EXPOSED TO VEHICULAR IMPACT TO BE PROTECTED PER DET. 9/A8016. ALL METALS NEED TO BE PRIME AND PAINTED7. MEDIUM BROOM FINISH AT ALL ROOMS & ELEVATOR/STAIR LOBBIES. LIGHT BROOM FINISH AT STAIRS, FLOAT FINISH AT ELASTOMERIC COATING AREAS AND HEAVY-SWEATSWIRL NON-SQUEAL FINISH AT THE REST OF THE PARKING STRUCTURE.
WALL LEGENDCMU WALL2019 CBC TABLE721.1 (2) ITEM #3-1.4
ISOMETRICTIER P1TIER P2TIER P3
TIER P5TIER P4
112AC
ELEV.#13,500LBS
ELEV.#23,500LBS
FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALL FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLSLOPE DN9'-2"SLOPE UP 14'-3"SLOPE UP
1234567891011
ABC
12ABC 134'-0"66'-0"66'-0"
17'-3"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"17'-3"206'-0" 23'-3"21'-012"21'-812"24'-0"24'-0"18'-0" FUTUREEV STALLUP UPDN
DN
FUTUREEV STALLFUTUREEV STALL
A4012
A4012 A3012
A3011
A3014A3013
A4011A4011
TIER P2 FLOOR PLANSCALE: 3/32"=1'-0"N
UNDER REVIEW
1. - GENERAL1.1STANDARD STALL STRIPING - REFER TO DETAIL -1.2ACCESSIBLE STALL STRIPING - REFER TO DETAIL -1.3DIRECTION ARROWS - REFER TO DETAIL -1.4WARNING STRIPING - REFER TO DETAIL -1.5ACCESSIBLE SIGN POLE MOUNT - REFER TO DETAIL -1.6ACCESSIBLE SIGN WALL MOUNTED - REFER TO DETAIL -2. - SITE CONSTRUCTION2.1LANDSCAPE AREA - REFER TO LANDSCAPE DWG'S2.2SIDEWALK - REFER TO CIVIL DWG'S3. - CONCRETE3.1CONC. COLUMN W/ 34" CHAMFER - REFER TO DETAIL - 3.26" RAISED CONC. CURB/ISLAND - REFER TO DETAIL -3.3 ELEVATED CONC. SLAB - REFER TO STRUCT. DWGS 3.4 CONC. SLAB ON GRADE - REFER TO STRUCT. DWGS 3.5 CONC. CUNNINGHAM BEAM - REFER TO STRUCT. DWGS3.6 CONC. DOWNTURN BEAM - REFER TO STRUCT. DWGS3.7 CONC. TRANSFER GIRDER - REFER TO STRUCT. DWGS3.8CONC. SPANDREL - REFER TO STRUCT. DWGS3.9CONC. UPTURN BEAM- REFER TO STRUCT. DWGS3.10LINE OF CONC. SWALE3.11PRECAST STAIR TREADS4. - MASONRY4.1CMU WALL - REFER TO STRUCT. DWGS4.2CMU RETAINING WALL - REFER TO STRUCT. DWGS5. - METALS5.1CONC. FILLED METAL PAN STAIRS 5.2CONC. FILLED PIPE BOLLARD - REFER TO DETAIL -5.3GUARDRAIL - REFER TO DETAIL -5.4BARRIER CABLES5.5ELEVATOR CANOPY - REFER TO DETAIL -5.6METAL SECURITY SCREEN - REFER TO SHEET -5.7METAL SCREEN ENCLOSURE - REFER TO SHEET -7. - THERMAL AND MOISTURE PROTECTION7.1DAMP PROOFING8. - DOOR AND WINDOWS8.1METAL DOOR - REFER TO SHEET -8.2METAL ROLL-DOWN DOOR10. - SPECIALTIES10.1DETECTABLE WARNING STRIP - SEE DETAIL -10.2OVERHEAD VEHICLE ENTRY / EXIT BARRIER BAR - REFER TODETAIL -10.3FUEL WARNING SIGN - REFER TO DETAIL -10.4ACCESSIBLE WARNING SIGN - REFER TO DETAIL -10.5REDUCED CLEARANCE BANG BAR - REFER TO DETAIL - 10.6 ELASTOMERIC COATING10.7BIKE RACK (DERO BIKE FILE)14. - CONVEYING EQUIPMENT14.13,500 LBS ELEVATOR21. - FIRE SUPRESSION SYSTEM21.1STANDPIPE RISER - REFER TO FIRE PROTECTION DWG'S21.2FIRE EXTINGUISHER CABINET - REFER TO DETAIL -22. - PLUMBING22.1EMERGENCY DRAIN - REFER TO DETAIL -22.2ROOF DRAIN - REFER TO DETAIL -22.3TRENCH DRAIN - REFER TO PLUMBING DWG'S.22.4PLUMBING RISER W/ BENT PLATE - REFER TO DETAIL -26. - ELECTRICAL26.1LIGHT STANDARD - REFER TO DETAIL - & ELECT. DWG'S 26.2 EV CHARGER, REFER TO ELECTRICAL DWGS26.3EV CHARGER J-BOX - REFER TO ELECT. DWGS
KEY NOTES
1. MAX SLOPE OF 1.85 % AT ANY DIRECTION AT ALL ACCESSIBLE STALLS, ELEVATOR,STAIRS LANDINGS2. CROSS SLOPE INSIDE THE ADA PATHWAY NOT EXCEED GRADIENT (1.85%) IN ANYDIRECTION3. CONTRACTOR TO VERIFY AND CONFIRM THAT 8'-2" CLEAR IS MAINTAINED AT ALLACCESSIBLE LEVELS (INCLUDING PIPES, DUCTS, LIGHTS)4. ALL VERTICAL PIPE EXPOSED TO VEHICULAR IMPACT TO BE PROTECTED PER DET. 9/A8016. ALL METALS NEED TO BE PRIME AND PAINTED7. MEDIUM BROOM FINISH AT ALL ROOMS & ELEVATOR/STAIR LOBBIES. LIGHT BROOM FINISH AT STAIRS, FLOAT FINISH AT ELASTOMERIC COATING AREAS AND HEAVY-SWEATSWIRL NON-SQUEAL FINISH AT THE REST OF THE PARKING STRUCTURE.
WALL LEGENDCMU WALL2019 CBC TABLE721.1 (2) ITEM #3-1.4
ISOMETRICTIER P1TIER P2TIER P3
TIER P5TIER P4
112AC
FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALL
FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLSLOPE DNSLOPE UP 4" STEPSLOPE UP
19'-4"
24'-5"
1234567891011
ABC
12ABC 134'-0"66'-0"66'-0"
17'-3"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"17'-3"206'-0" 23'-3"21'-012"21'-812"24'-0"24'-0"18'-0"
FUTUREEV STALLFUTUREEV STALL
ELEV.#13,500LBS
ELEV.#23,500LBS
UP
UPDN
DN
A4012
A4012 A3012
A3011
A3014A3013
A4011A4011
TIER P3 FLOOR PLANSCALE: 3/32"=1'-0"N
UNDER REVIEW
1. - GENERAL1.1STANDARD STALL STRIPING - REFER TO DETAIL -1.2ACCESSIBLE STALL STRIPING - REFER TO DETAIL -1.3DIRECTION ARROWS - REFER TO DETAIL -1.4WARNING STRIPING - REFER TO DETAIL -1.5ACCESSIBLE SIGN POLE MOUNT - REFER TO DETAIL -1.6ACCESSIBLE SIGN WALL MOUNTED - REFER TO DETAIL -2. - SITE CONSTRUCTION2.1LANDSCAPE AREA - REFER TO LANDSCAPE DWG'S2.2SIDEWALK - REFER TO CIVIL DWG'S3. - CONCRETE3.1CONC. COLUMN W/ 34" CHAMFER - REFER TO DETAIL - 3.26" RAISED CONC. CURB/ISLAND - REFER TO DETAIL -3.3 ELEVATED CONC. SLAB - REFER TO STRUCT. DWGS 3.4 CONC. SLAB ON GRADE - REFER TO STRUCT. DWGS 3.5 CONC. CUNNINGHAM BEAM - REFER TO STRUCT. DWGS3.6 CONC. DOWNTURN BEAM - REFER TO STRUCT. DWGS3.7 CONC. TRANSFER GIRDER - REFER TO STRUCT. DWGS3.8CONC. SPANDREL - REFER TO STRUCT. DWGS3.9CONC. UPTURN BEAM- REFER TO STRUCT. DWGS3.10LINE OF CONC. SWALE3.11PRECAST STAIR TREADS4. - MASONRY4.1CMU WALL - REFER TO STRUCT. DWGS4.2CMU RETAINING WALL - REFER TO STRUCT. DWGS5. - METALS5.1CONC. FILLED METAL PAN STAIRS 5.2CONC. FILLED PIPE BOLLARD - REFER TO DETAIL -5.3GUARDRAIL - REFER TO DETAIL -5.4BARRIER CABLES5.5ELEVATOR CANOPY - REFER TO DETAIL -5.6METAL SECURITY SCREEN - REFER TO SHEET -5.7METAL SCREEN ENCLOSURE - REFER TO SHEET -7. - THERMAL AND MOISTURE PROTECTION7.1DAMP PROOFING8. - DOOR AND WINDOWS8.1METAL DOOR - REFER TO SHEET -8.2METAL ROLL-DOWN DOOR10. - SPECIALTIES10.1DETECTABLE WARNING STRIP - SEE DETAIL -10.2OVERHEAD VEHICLE ENTRY / EXIT BARRIER BAR - REFER TODETAIL -10.3FUEL WARNING SIGN - REFER TO DETAIL -10.4ACCESSIBLE WARNING SIGN - REFER TO DETAIL -10.5REDUCED CLEARANCE BANG BAR - REFER TO DETAIL - 10.6 ELASTOMERIC COATING10.7BIKE RACK (DERO BIKE FILE)14. - CONVEYING EQUIPMENT14.13,500 LBS ELEVATOR21. - FIRE SUPRESSION SYSTEM21.1STANDPIPE RISER - REFER TO FIRE PROTECTION DWG'S21.2FIRE EXTINGUISHER CABINET - REFER TO DETAIL -22. - PLUMBING22.1EMERGENCY DRAIN - REFER TO DETAIL -22.2ROOF DRAIN - REFER TO DETAIL -22.3TRENCH DRAIN - REFER TO PLUMBING DWG'S.22.4PLUMBING RISER W/ BENT PLATE - REFER TO DETAIL -26. - ELECTRICAL26.1LIGHT STANDARD - REFER TO DETAIL - & ELECT. DWG'S 26.2 EV CHARGER, REFER TO ELECTRICAL DWGS26.3EV CHARGER J-BOX - REFER TO ELECT. DWGS
KEY NOTES
1. MAX SLOPE OF 1.85 % AT ANY DIRECTION AT ALL ACCESSIBLE STALLS, ELEVATOR,STAIRS LANDINGS2. CROSS SLOPE INSIDE THE ADA PATHWAY NOT EXCEED GRADIENT (1.85%) IN ANYDIRECTION3. CONTRACTOR TO VERIFY AND CONFIRM THAT 8'-2" CLEAR IS MAINTAINED AT ALLACCESSIBLE LEVELS (INCLUDING PIPES, DUCTS, LIGHTS)4. ALL VERTICAL PIPE EXPOSED TO VEHICULAR IMPACT TO BE PROTECTED PER DET. 9/A8016. ALL METALS NEED TO BE PRIME AND PAINTED7. MEDIUM BROOM FINISH AT ALL ROOMS & ELEVATOR/STAIR LOBBIES. LIGHT BROOM FINISH AT STAIRS, FLOAT FINISH AT ELASTOMERIC COATING AREAS AND HEAVY-SWEATSWIRL NON-SQUEAL FINISH AT THE REST OF THE PARKING STRUCTURE.
WALL LEGENDCMU WALL2019 CBC TABLE721.1 (2) ITEM #3-1.4
ISOMETRICTIER P1TIER P2TIER P3
TIER P5TIER P4
112AC
FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALL
FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLSLOPE DNSLOPE UP
SLOPE UP
29'-6"
34'-7"FUTUREEV STALLFUTUREEV STALL
ELEV.#13,500LBS
ELEV.#23,500LBS
UP
UPDN
DN
1234567891011
ABC
12ABC 134'-0"66'-0"66'-0"
17'-3"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"17'-3"206'-0" 23'-3"21'-012"21'-812"24'-0"24'-0"18'-0"A4012
A4012 A3012
A3011
A3014A3013
A4011A4011
TIER P4 FLOOR PLANSCALE: 3/32"=1'-0"N
UNDER REVIEW
1. - GENERAL1.1STANDARD STALL STRIPING - REFER TO DETAIL -1.2ACCESSIBLE STALL STRIPING - REFER TO DETAIL -1.3DIRECTION ARROWS - REFER TO DETAIL -1.4WARNING STRIPING - REFER TO DETAIL -1.5ACCESSIBLE SIGN POLE MOUNT - REFER TO DETAIL -1.6ACCESSIBLE SIGN WALL MOUNTED - REFER TO DETAIL -2. - SITE CONSTRUCTION2.1LANDSCAPE AREA - REFER TO LANDSCAPE DWG'S2.2SIDEWALK - REFER TO CIVIL DWG'S3. - CONCRETE3.1CONC. COLUMN W/ 34" CHAMFER - REFER TO DETAIL - 3.26" RAISED CONC. CURB/ISLAND - REFER TO DETAIL -3.3 ELEVATED CONC. SLAB - REFER TO STRUCT. DWGS 3.4 CONC. SLAB ON GRADE - REFER TO STRUCT. DWGS 3.5 CONC. CUNNINGHAM BEAM - REFER TO STRUCT. DWGS3.6 CONC. DOWNTURN BEAM - REFER TO STRUCT. DWGS3.7 CONC. TRANSFER GIRDER - REFER TO STRUCT. DWGS3.8CONC. SPANDREL - REFER TO STRUCT. DWGS3.9CONC. UPTURN BEAM- REFER TO STRUCT. DWGS3.10LINE OF CONC. SWALE3.11PRECAST STAIR TREADS4. - MASONRY4.1CMU WALL - REFER TO STRUCT. DWGS4.2CMU RETAINING WALL - REFER TO STRUCT. DWGS5. - METALS5.1CONC. FILLED METAL PAN STAIRS 5.2CONC. FILLED PIPE BOLLARD - REFER TO DETAIL -5.3GUARDRAIL - REFER TO DETAIL -5.4BARRIER CABLES5.5ELEVATOR CANOPY - REFER TO DETAIL -5.6METAL SECURITY SCREEN - REFER TO SHEET -5.7METAL SCREEN ENCLOSURE - REFER TO SHEET -7. - THERMAL AND MOISTURE PROTECTION7.1DAMP PROOFING8. - DOOR AND WINDOWS8.1METAL DOOR - REFER TO SHEET -8.2METAL ROLL-DOWN DOOR10. - SPECIALTIES10.1DETECTABLE WARNING STRIP - SEE DETAIL -10.2OVERHEAD VEHICLE ENTRY / EXIT BARRIER BAR - REFER TODETAIL -10.3FUEL WARNING SIGN - REFER TO DETAIL -10.4ACCESSIBLE WARNING SIGN - REFER TO DETAIL -10.5REDUCED CLEARANCE BANG BAR - REFER TO DETAIL - 10.6 ELASTOMERIC COATING10.7BIKE RACK (DERO BIKE FILE)14. - CONVEYING EQUIPMENT14.13,500 LBS ELEVATOR21. - FIRE SUPRESSION SYSTEM21.1STANDPIPE RISER - REFER TO FIRE PROTECTION DWG'S21.2FIRE EXTINGUISHER CABINET - REFER TO DETAIL -22. - PLUMBING22.1EMERGENCY DRAIN - REFER TO DETAIL -22.2ROOF DRAIN - REFER TO DETAIL -22.3TRENCH DRAIN - REFER TO PLUMBING DWG'S.22.4PLUMBING RISER W/ BENT PLATE - REFER TO DETAIL -26. - ELECTRICAL26.1LIGHT STANDARD - REFER TO DETAIL - & ELECT. DWG'S 26.2 EV CHARGER, REFER TO ELECTRICAL DWGS26.3EV CHARGER J-BOX - REFER TO ELECT. DWGS
KEY NOTES
1. MAX SLOPE OF 1.85 % AT ANY DIRECTION AT ALL ACCESSIBLE STALLS, ELEVATOR,STAIRS LANDINGS2. CROSS SLOPE INSIDE THE ADA PATHWAY NOT EXCEED GRADIENT (1.85%) IN ANYDIRECTION3. CONTRACTOR TO VERIFY AND CONFIRM THAT 8'-2" CLEAR IS MAINTAINED AT ALLACCESSIBLE LEVELS (INCLUDING PIPES, DUCTS, LIGHTS)4. ALL VERTICAL PIPE EXPOSED TO VEHICULAR IMPACT TO BE PROTECTED PER DET. 9/A8016. ALL METALS NEED TO BE PRIME AND PAINTED7. MEDIUM BROOM FINISH AT ALL ROOMS & ELEVATOR/STAIR LOBBIES. LIGHT BROOM FINISH AT STAIRS, FLOAT FINISH AT ELASTOMERIC COATING AREAS AND HEAVY-SWEATSWIRL NON-SQUEAL FINISH AT THE REST OF THE PARKING STRUCTURE.
WALL LEGENDCMU WALL2019 CBC TABLE721.1 (2) ITEM #3-1.4
ISOMETRICTIER P1TIER P2TIER P3
TIER P5TIER P4
112AC
FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALL
FUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLFUTUREEV STALLSLOPE DN
SLOPE DN
39'-8"
34'-7"
PARKINGNO
ELEV.#13,500LBS
ELEV.#23,500LBSDN
DN
1234567891011
ABC
12ABC 134'-0"66'-0"66'-0"
17'-3"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"18'-10"17'-3"206'-0" 23'-3"21'-012"21'-812"24'-0"24'-0"18'-0"A4012
A4012 A3012
A3011
A3014A3013
A4011A4011
TIER P5 FLOOR PLANSCALE: 3/32"=1'-0"N
UNDER REVIEW
1. - GENERAL1.1STANDARD STALL STRIPING - REFER TO DETAIL -1.2ACCESSIBLE STALL STRIPING - REFER TO DETAIL -1.3DIRECTION ARROWS - REFER TO DETAIL -1.4WARNING STRIPING - REFER TO DETAIL -1.5ACCESSIBLE SIGN POLE MOUNT - REFER TO DETAIL -1.6ACCESSIBLE SIGN WALL MOUNTED - REFER TO DETAIL -2. - SITE CONSTRUCTION2.1LANDSCAPE AREA - REFER TO LANDSCAPE DWG'S2.2SIDEWALK - REFER TO CIVIL DWG'S3. - CONCRETE3.1CONC. COLUMN W/ 34" CHAMFER - REFER TO DETAIL - 3.26" RAISED CONC. CURB/ISLAND - REFER TO DETAIL -3.3 ELEVATED CONC. SLAB - REFER TO STRUCT. DWGS 3.4 CONC. SLAB ON GRADE - REFER TO STRUCT. DWGS 3.5 CONC. CUNNINGHAM BEAM - REFER TO STRUCT. DWGS3.6 CONC. DOWNTURN BEAM - REFER TO STRUCT. DWGS3.7 CONC. TRANSFER GIRDER - REFER TO STRUCT. DWGS3.8CONC. SPANDREL - REFER TO STRUCT. DWGS3.9CONC. UPTURN BEAM- REFER TO STRUCT. DWGS3.10LINE OF CONC. SWALE3.11PRECAST STAIR TREADS4. - MASONRY4.1CMU WALL - REFER TO STRUCT. DWGS4.2CMU RETAINING WALL - REFER TO STRUCT. DWGS5. - METALS5.1CONC. FILLED METAL PAN STAIRS 5.2CONC. FILLED PIPE BOLLARD - REFER TO DETAIL -5.3GUARDRAIL - REFER TO DETAIL -5.4BARRIER CABLES5.5ELEVATOR CANOPY - REFER TO DETAIL -5.6METAL SECURITY SCREEN - REFER TO SHEET -5.7METAL SCREEN ENCLOSURE - REFER TO SHEET -7. - THERMAL AND MOISTURE PROTECTION7.1DAMP PROOFING8. - DOOR AND WINDOWS8.1METAL DOOR - REFER TO SHEET -8.2METAL ROLL-DOWN DOOR10. - SPECIALTIES10.1DETECTABLE WARNING STRIP - SEE DETAIL -10.2OVERHEAD VEHICLE ENTRY / EXIT BARRIER BAR - REFER TODETAIL -10.3FUEL WARNING SIGN - REFER TO DETAIL -10.4ACCESSIBLE WARNING SIGN - REFER TO DETAIL -10.5REDUCED CLEARANCE BANG BAR - REFER TO DETAIL - 10.6 ELASTOMERIC COATING10.7BIKE RACK (DERO BIKE FILE)14. - CONVEYING EQUIPMENT14.13,500 LBS ELEVATOR21. - FIRE SUPRESSION SYSTEM21.1STANDPIPE RISER - REFER TO FIRE PROTECTION DWG'S21.2FIRE EXTINGUISHER CABINET - REFER TO DETAIL -22. - PLUMBING22.1EMERGENCY DRAIN - REFER TO DETAIL -22.2ROOF DRAIN - REFER TO DETAIL -22.3TRENCH DRAIN - REFER TO PLUMBING DWG'S.22.4PLUMBING RISER W/ BENT PLATE - REFER TO DETAIL -26. - ELECTRICAL26.1LIGHT STANDARD - REFER TO DETAIL - & ELECT. DWG'S 26.2 EV CHARGER, REFER TO ELECTRICAL DWGS26.3EV CHARGER J-BOX - REFER TO ELECT. DWGS
KEY NOTES
1. MAX SLOPE OF 1.85 % AT ANY DIRECTION AT ALL ACCESSIBLE STALLS, ELEVATOR,STAIRS LANDINGS2. CROSS SLOPE INSIDE THE ADA PATHWAY NOT EXCEED GRADIENT (1.85%) IN ANYDIRECTION3. CONTRACTOR TO VERIFY AND CONFIRM THAT 8'-2" CLEAR IS MAINTAINED AT ALLACCESSIBLE LEVELS (INCLUDING PIPES, DUCTS, LIGHTS)4. ALL VERTICAL PIPE EXPOSED TO VEHICULAR IMPACT TO BE PROTECTED PER DET. 9/A8016. ALL METALS NEED TO BE PRIME AND PAINTED7. MEDIUM BROOM FINISH AT ALL ROOMS & ELEVATOR/STAIR LOBBIES. LIGHT BROOM FINISH AT STAIRS, FLOAT FINISH AT ELASTOMERIC COATING AREAS AND HEAVY-SWEATSWIRL NON-SQUEAL FINISH AT THE REST OF THE PARKING STRUCTURE.
WALL LEGENDCMU WALL2019 CBC TABLE721.1 (2) ITEM #3-1.4
ISOMETRICTIER P1TIER P2TIER P3
TIER P5TIER P4
112AC
TIER P145'-7"TIER P2TIER P3TIER P4TIER P511'-4"10'-2"10'-2"10'-2"3'-9"
ABGRDC GRDGRDGRD
TIER P145'-7"TIER P2TIER P3TIER P4TIER P511'-4"10'-2"10'-2"10'-2"3'-9" TIER P137'-2"TIER P2TIER P3TIER P413'-1"10'-2"10'-2"3'-9" 123456789101112 TIER P137'-2"TIER P2TIER P3TIER P413'-1"10'-2"10'-2"3'-9" TIER P138'-4"TIER P2TIER P3TIER P414'-3"10'-2"10'-2"3'-9"
A B GRDCGRDGRDGRD
TIER P138'-4"TIER P2TIER P3TIER P414'-3"10'-2"10'-2"3'-9" TIER P145'-7"TIER P2TIER P3TIER P4TIER P511'-4"10'-2"10'-2"10'-2"3'-9" 123456789101112
SELFIE WALL
NDER REVIEW1. - GENERAL1.1STANDARD STALL STRIPING - REFER TO DETAIL -1.2ACCESSIBLE STALL STRIPING - REFER TO DETAIL -1.3DIRECTION ARROWS - REFER TO DETAIL -1.4WARNING STRIPING - REFER TO DETAIL -1.5ACCESSIBLE SIGN POLE MOUNT - REFER TO DETAIL -1.6ACCESSIBLE SIGN WALL MOUNTED - REFER TO DETAIL -2. - SITE CONSTRUCTION2.1LANDSCAPE AREA - REFER TO LANDSCAPE DWG'S2.2SIDEWALK - REFER TO CIVIL DWG'S3. - CONCRETE3.1CONC. COLUMN W/ 34" CHAMFER - REFER TO DETAIL - 3.26" RAISED CONC. CURB/ISLAND - REFER TO DETAIL -3.3 ELEVATED CONC. SLAB - REFER TO STRUCT. DWGS 3.4 CONC. SLAB ON GRADE - REFER TO STRUCT. DWGS 3.5 CONC. CUNNINGHAM BEAM - REFER TO STRUCT. DWGS3.6 CONC. DOWNTURN BEAM - REFER TO STRUCT. DWGS3.7 CONC. TRANSFER GIRDER - REFER TO STRUCT. DWGS3.8CONC. SPANDREL - REFER TO STRUCT. DWGS3.9CONC. UPTURN BEAM- REFER TO STRUCT. DWGS3.10LINE OF CONC. SWALE3.11PRECAST STAIR TREADS4. - MASONRY4.1CMU WALL - REFER TO STRUCT. DWGS4.2CMU RETAINING WALL - REFER TO STRUCT. DWGS5. - METALS5.1CONC. FILLED METAL PAN STAIRS 5.2CONC. FILLED PIPE BOLLARD - REFER TO DETAIL -5.3GUARDRAIL - REFER TO DETAIL -5.4BARRIER CABLES5.5ELEVATOR CANOPY - REFER TO DETAIL -5.6METAL SECURITY SCREEN - REFER TO SHEET -5.7METAL SCREEN ENCLOSURE - REFER TO SHEET -7. - THERMAL AND MOISTURE PROTECTION7.1DAMP PROOFING8. - DOOR AND WINDOWS8.1METAL DOOR - REFER TO SHEET -8.2METAL ROLL-DOWN DOOR10. - SPECIALTIES10.1DETECTABLE WARNING STRIP - SEE DETAIL -10.2OVERHEAD VEHICLE ENTRY / EXIT BARRIER BAR - REFER TODETAIL -10.3FUEL WARNING SIGN - REFER TO DETAIL -10.4ACCESSIBLE WARNING SIGN - REFER TO DETAIL -10.5REDUCED CLEARANCE BANG BAR - REFER TO DETAIL - 10.6 ELASTOMERIC COATING10.7BIKE RACK (DERO BIKE FILE)14. - CONVEYING EQUIPMENT14.13,500 LBS ELEVATOR21. - FIRE SUPRESSION SYSTEM21.1STANDPIPE RISER - REFER TO FIRE PROTECTION DWG'S21.2FIRE EXTINGUISHER CABINET - REFER TO DETAIL -22. - PLUMBING22.1EMERGENCY DRAIN - REFER TO DETAIL -22.2ROOF DRAIN - REFER TO DETAIL -22.3TRENCH DRAIN - REFER TO PLUMBING DWG'S.22.4PLUMBING RISER W/ BENT PLATE - REFER TO DETAIL -26. - ELECTRICAL26.1LIGHT STANDARD - REFER TO DETAIL - & ELECT. DWG'S 26.2 EV CHARGER, REFER TO ELECTRICAL DWGS26.3EV CHARGER J-BOX - REFER TO ELECT. DWGS
KEY NOTES
SOUTH ELEVATIONSCALE = 3/32" = 1'-0"1
NORTH ELEVATIONSCALE = 3/32" = 1'-0"2
EAST ELEVATIONSCALE = 3/32" = 1'-0"3
WEST ELEVATIONSCALE = 3/32" = 1'-0"4
123456789101112
TIER P145'-7"TIER P2TIER P3TIER P4TIER P511'-4"10'-2"10'-2"10'-2"3'-9" CBA
TIER P135'-5"TIER P2TIER P3TIER P411'-4"10'-2"10'-2"3'-9" NDER REVIEW1. - GENERAL1.1STANDARD STALL STRIPING - REFER TO DETAIL -1.2ACCESSIBLE STALL STRIPING - REFER TO DETAIL -1.3DIRECTION ARROWS - REFER TO DETAIL -1.4WARNING STRIPING - REFER TO DETAIL -1.5ACCESSIBLE SIGN POLE MOUNT - REFER TO DETAIL -1.6ACCESSIBLE SIGN WALL MOUNTED - REFER TO DETAIL -2. - SITE CONSTRUCTION2.1LANDSCAPE AREA - REFER TO LANDSCAPE DWG'S2.2SIDEWALK - REFER TO CIVIL DWG'S3. - CONCRETE3.1CONC. COLUMN W/ 34" CHAMFER - REFER TO DETAIL - 3.26" RAISED CONC. CURB/ISLAND - REFER TO DETAIL -3.3 ELEVATED CONC. SLAB - REFER TO STRUCT. DWGS 3.4 CONC. SLAB ON GRADE - REFER TO STRUCT. DWGS 3.5 CONC. CUNNINGHAM BEAM - REFER TO STRUCT. DWGS3.6 CONC. DOWNTURN BEAM - REFER TO STRUCT. DWGS3.7 CONC. TRANSFER GIRDER - REFER TO STRUCT. DWGS3.8CONC. SPANDREL - REFER TO STRUCT. DWGS3.9CONC. UPTURN BEAM- REFER TO STRUCT. DWGS3.10LINE OF CONC. SWALE3.11PRECAST STAIR TREADS4. - MASONRY4.1CMU WALL - REFER TO STRUCT. DWGS4.2CMU RETAINING WALL - REFER TO STRUCT. DWGS5. - METALS5.1CONC. FILLED METAL PAN STAIRS 5.2CONC. FILLED PIPE BOLLARD - REFER TO DETAIL -5.3GUARDRAIL - REFER TO DETAIL -5.4BARRIER CABLES5.5ELEVATOR CANOPY - REFER TO DETAIL -5.6METAL SECURITY SCREEN - REFER TO SHEET -5.7METAL SCREEN ENCLOSURE - REFER TO SHEET -7. - THERMAL AND MOISTURE PROTECTION7.1DAMP PROOFING8. - DOOR AND WINDOWS8.1METAL DOOR - REFER TO SHEET -8.2METAL ROLL-DOWN DOOR10. - SPECIALTIES10.1DETECTABLE WARNING STRIP - SEE DETAIL -10.2OVERHEAD VEHICLE ENTRY / EXIT BARRIER BAR - REFER TODETAIL -10.3FUEL WARNING SIGN - REFER TO DETAIL -10.4ACCESSIBLE WARNING SIGN - REFER TO DETAIL -10.5REDUCED CLEARANCE BANG BAR - REFER TO DETAIL - 10.6 ELASTOMERIC COATING10.7BIKE RACK (DERO BIKE FILE)14. - CONVEYING EQUIPMENT14.13,500 LBS ELEVATOR21. - FIRE SUPRESSION SYSTEM21.1STANDPIPE RISER - REFER TO FIRE PROTECTION DWG'S21.2FIRE EXTINGUISHER CABINET - REFER TO DETAIL -22. - PLUMBING22.1EMERGENCY DRAIN - REFER TO DETAIL -22.2ROOF DRAIN - REFER TO DETAIL -22.3TRENCH DRAIN - REFER TO PLUMBING DWG'S.22.4PLUMBING RISER W/ BENT PLATE - REFER TO DETAIL -26. - ELECTRICAL26.1LIGHT STANDARD - REFER TO DETAIL - & ELECT. DWG'S 26.2 EV CHARGER, REFER TO ELECTRICAL DWGS26.3EV CHARGER J-BOX - REFER TO ELECT. DWGS
KEY NOTES
BUILDING SECTIONSCALE = 3/32" = 1'-0"1
BUILDING SECTIONSCALE = 3/32" = 1'-0"2