REBECCA LG BOSTICK, ARCHITECTS INC 703-768-2250 ADDENDUM NO. 2 January 17, 2019 Page 1 of 6 (plus attachments -10 pages) SILVERBROOK ELEMENTARY SCHOOL RENOVATION Fairfax County Public Schools 9350 Crosspointe Drive, Fairfax Station, VA 22039 This addendum is supplementary to the plans and specifications for the Silverbrook Elementary School Renovation, 9350 Crosspointe Drive, Fairfax Station, VA. All Revisions, clarifications, deletions, and additions shall be a part of the contract as if originally shown in the plans and specifications. BID DATE The bid date for this project remains unchanged, Wednesday, January 23, 2019, 3pm EST. GENERAL 1.01 Prebid Meeting minutes from 1/16/19 are attached. SPECIFICATIONS 1.02 REVISE: Spec Section 01010 2.02 A. Revise date of Substantial Completion for Phase 2 to August 20, 2020. Revise Phase 3 to Phase 2B. Revise date of Commencement for Phase 2B to August 20, 2020. 1.03 DELETE: Spec Section 08400 Entrances and Storefront 1.04 ADDITION: Spec Section 08410 CURTAIN WALL. Material change from storefront to curtain wall framing for units at Stair A and Stair B. 1.05 ADDITION: Spec Section 04200 Add paragraph: 2.12 Provide cast stone date block – 8”x16”. Color to be selected from Manf standard colors. 1.06 DELETE: Spec Section 11488, paragraph 2.01.D.2. Combination Football/ Soccer goal is not required. Delete paragraph D.2. DRAWINGS 1.07 Sheet C10: Handicap parking spaces (3 locations) indicated with concrete shall be pavement

Type D. 1.08 Sheet A2.0: See attached updated sheet A2.0 dated 1/17/19 which adds detail 8/A2.0 for the

playground timbers and underdrains to be provided by the GC, along with information for the bike rack and trench drain.

Addendum #2 Silverbrook Elementary School Renovation Jan 17, 2019 Page 2 1.09 Sheet A2.6A Elevation 6/A2.6A – Delete reference to Tackboard. This is a 6’ markerboard

as indicated on floor plan A/A2.6. 1.10 Sheet A3.1A Hardware schedule: Set No. 328A – Delete the ‘A’. This is just Hardware Set

No 328. 1.11 Sheet P5.7 Natural Gas Riser Diagram: In upper right corner of sheet, change designation

of unit from RTW-2 to RTU-2. 1.12 Sheet P5.7 Natural Gas Riser Diagram: In bottom center of sheet, change design capacity

of RTW-2 to 350 MBH. No pipe size change is required. 1.13 Sheet FP2.1 Chart titled ‘Sprinkler Zones’: The third zone shall be labeled ‘Zone 3'. 1.14 Sheet E3.1 Lobby 101: Two 2x4 lighting fixtures by exterior doors shall be type ‘15C’. 1.15 Sheet E3.3 Itinerant 152: 2x4 lighting fixtures shall be type ‘1C’. 1.16 Sheet E3.3 3rd Grade 146: 2x4 lighting fixtures shall be type ‘1C’. 1.17 Sheet E4.8 Panelboard ‘HC’ shall be 400 MLO. 1.18 Sheet E4.9 Panelboard ‘LB’ shall be 225 MLO. 1.19 Sheet E5.6 ‘MECHANICAL PHASING’ note: Revise note to provide power to TWO

temporary A/C units. APPROVED MANUFACTURER 1.20 03300 – 2.09 A: Viper Vaporcheck II 10 mil Vapor Barrier, ISI Building Products. QUESTIONS AND ANSWERS Q1. There is a temporary student path shown on A1.8 that is not replicated in the civil drawings. Please advise if there is a detail section for this path. GC to install path per A2.0 using 2” asphalt (sm-9.5A) over 2” 21A stone base. Q2. Please advise who is responsible for the installation and removal of power to the temporary trailers. FCPS has installed power and will remove power. Q3. Site Drawings indicate a new bike rack. We cannot find a specification or dimensions. Please forward if we are to include in bid. See revised sheet A2.0 – attached. Q4. Are the proposed picnic tables shown on C.6 by the contractor? If so please provide a specification. Picnic tables are NIC.

Addendum #2 Silverbrook Elementary School Renovation Jan 17, 2019 Page 3 Q5. Plan note #4 on #C-5 indicates contractor is responsible for timber edging, mulch, and underdrain at creative play area. Spec Section 01020 play equipment $125K allowance covers timbers and mulch. Confirm and provide details on underdrain. No storm connections to play area shown on #C-6.

Timbers and underdrain (no mulch) are to be provided by GC for both playgrounds. See attached sheet A2.0 for details.

Q6. Please clarify the scope of work required of the contractor for the relocated play area (#1) as shown on C.6.

Playground equipment will not be relocated by GC. Owner will remove and install new playground equipment. GC responsible for removing fencing, timbers and underdrains as needed for grading.

Q7. Plan notes on #C-13 indicate 53,944 SF of undisturbed wooded area. Confirm there are no requirements for invasive species remediation or eradication.

Urban forester will be onsite to confirm but 3 years ago when plans were prepared none were identified as invasive species.

Q8. Paving plan #C-10 indicates asphalt paving section at street ROW to match existing. Advise required section details.

No work expected in the right-of-way. Q9. On drawing C-17, Tree conservation plan, tree #8, #9, and #10 have a conflicting statement under the recommendation column. It begins by stating for Contractor to not remove the tree without Owner consent and permission. Then it ends by stating for the Contractor to not save this tree, and to remove it when clearing. Please confirm if Contractor has permission to remove it when clearing. If a tree is located off school property, we must get permission from the adjacent property owner. If property owner refuses removal, the tree will remain. Q10. On drawing C-13, Landscape Notes and Computation, the Tree Preservation Narrative note #5 states the Contractor is to perform root pruning along the limits of clearing and grading as shown on the tree conservation plan. (drawing C-17). There are currently no callouts for root pruning on the drawing C-17. Would this be identified during the Pre-Construction Walkthrough, scheduled on 1/16/19? Please provide and call out these specific root pruning locations on the tree Conservation Plan. Sheet C14 has detail to show roof pruning at limits of clearing. Q11. Civil sheet C.2 references many VDOT Regulations however there does appear to be any work

in the right of way. Please verify that these notes do not apply.

VDOT notes are standard and must be present on drawings even if they don’t apply.

Q12. Is the contractor required to apply for or pay for the VSMP Permit on this project?

Permit is paid for and Contractor only needs to transfer responsibility.

Q13. civil sheet C.5 requires removal of utility poles and a transformer. Please verify this work will be performed by the utility company and is not the responsibility of the contractor.

GC to coordinate with Dominion Power.

Addendum #2 Silverbrook Elementary School Renovation Jan 17, 2019 Page 4

Q14. Spec Section 02010 geotech report indicates all existing fills within building additions are to be proofrolled, undercut, and replaced. To what depth? Spec Section 02200-3.02 indicates excavation is UNCLASSIFIED. Confirm UNCLASSIFIED TO DESIGN SUBGRADE ELEVATIONS. Soils are unclassified.

Q15. Spec Section 02070 indicates contractor is responsible for ACBMs, fluorescent lamps, PCB ballasts, lead and ACM putty @ windows, metal primer on steel, CFCs, wood utility poles – is there a current hazardous materials survey available to quantify materials? Reinspection update layout dated 2/6/17 included therein shows nothing. Schedule lists 25 firedoors that do not show on layout – location(s)? NIC?

Spec Section 02070 includes the report specific to this school, no other information is available. The 25 doors assumed positive are indicated on the school report by the little black rectangles at door openings.

Q16. Spec Section 02100 – are there any VSMP requirements from DEQ? Is there an issued SWPPP available?

VSMP has been acquired; GC will need to transfer into their name. FCPS has SWPPP.

Q17. Spec Section 02930-2.01 indicates topsoil must be free from roots and rocks. Plan notes on site layout #C-13 conflict. Confirm screened topsoil will NOT be required.

If topsoil is free from roots and rocks, then screening will not be needed. However screening will be required if rocks, debris, and roots are present.

Q18. Plan notes on plan set COVER SHEET indicate we are to maintain existing roof warranty during construction. Identify existing roof manufacturer and product.

See Drawings A4.1 and A4.2 for product information.

Q19. Plan note #19 on #A1.3 indicates we are to relocate existing AEDs – quantity shown is two (2). New work plans show total of three (3) AED units – confirm we are to provide only one (1) AED unit w/ cabinet.

No- existing (2) are relocated to be used during construction/phasing (note #19) only. New AED units are to be provided in 3 locations. Spec section10530.

Q20. Plan layouts #A2.2/#A2.3 have notes requiring vinyl corner guards – confirm location(s)?

Corner guards where detailed at all gyp bd columns -see details sheet A2.2

Q21. Plan detail #10/A2.8 indicates safe – location(s)?

See spec section 11026 and A2.1

Q22. Plan detail on #A6.1/#A6.1B showing sills at clerestory windows – GWB, Plam or solid surface?

See window detail 6/A3.2 as indicated on sections at A6.1 and A6.1B

Addendum #2 Silverbrook Elementary School Renovation Jan 17, 2019 Page 5 Q23. Detail A/A2.8 (Typical Classroom) notes that tables, desks and chairs will be provided by the owner and placed by the contractor. Is there a location where the items will be stored prior to the contractor placing them? Is there a quantity for the items or are these items the same ones quantified in the summary of work in the specifications? Please clarify the requirements for this scope.

Requirements per 01010. Means and methods as far as moving and storing. Q24. Door 188 within the Courtyard on sheet A2.2 as well as the door schedule shows a double door. The frame type called out on the door schedule is a single. Please correct frame type. No. Frame is correct as a single frame. There is to be no center mullion and hardware calls out flush bolts. Q25. Sheet A2.11 detail drawing 7 indicates that 1x solid wood at each exposed side edge of the gymnasium wall pads be provided. The wall pads specified in Section 11488 are a factory product. The front and sides of the plywood/ OSB are wrapped with vinyl. There is no exposed plywood or OSB once installed. Can this detail be modified to eliminate this 1x blocking? If blocking is wrapped with vinyl then 1x blocking is not required. If no vinyl wrapping, 1x blocking is required. OSB/ plywood will not be accepted at edges. Q26. Reference spec section 11132, RCP, on power plans do not specify a projection screen at Gym 175, however a projection screen is shown on Sht Elev 1/A2.11 Please confirm a projection screen is to be provided in that location.

Delete projection screen on elevation 1/A2.11 Q27. Plan note #D.16.D on structural drawing #S0.1 indicates cost of concrete testing is by contractor. Confirm FCPS covers all 3rd party inspections.

FCPS pays for 3rd party testing

Q28 Plan details 1,2,3,4/S5.2 indicate existing columns to be jacked – need spec on 10T/15T material noted.

10t/15t is hydraulic jack capacity. Contractor to select manufacturer

Q29. Confirm no existing U/G storage tanks to be removed – none shown.

No underground tanks

Q30. Plumbing layouts #P1.1/#P3.1 indicate grease interceptor with a reference to a plan detail that does not exist. Confirm existing to remain or new unit to be installed. Clean existing?

New grease interceptor is shown in ‘Three Compartment Sink Piping Detail’ on sheet P4.1

Q31. Spec Section 15500-1.02.B indicates existing sprinkler heads to be removed/replaced with uprights during phased construction. Plan notes on #FP1.1 indicate existing sprinkler system must remain operational at all times. Need confirmation that existing sprinkler system within phased renovation areas can be taken and left off-line during renovation – areas will be open to outside weather and conflict with installation of new MEP and structural work during renovation. Same question for existing fire alarm system. FCPS has been able to secure waiver from FM on recent bid projects. Confirm.

Addendum #2 Silverbrook Elementary School Renovation Jan 17, 2019 Page 6 The drawings call for sprinkler system and fire alarm to remain active. It is not known if the Fire Marshal may allow a change to this condition.

Q32. Electrical site layout #E1.1 plan note #9 indicates we are to reroute existing power U/G feed where new wing addition goes. Status of current FCPS coordination with DOMINION POWER on new electrical service and termination of existing such that foundations will not be delayed awaiting relocation?

This is the responsibility of the General Contractor.

Q33. Is there a specification for the new trench drain in the new courtyard?

See Sheet A2.0, note #2 Q34. Drawing M5.1 details two temporary mobile packaged heat pump units to assist in phasing. Is the intent of these units to serve a portion of the occupied space or the unoccupied spaces under renovation? Units are for occupied spaces.

END OF ADDENDUM #2 Attachments: Prebid Meeting minutes (3 pages) Spec Section 08410 (6 pages) Sheet A2.0 (1 page)

MEMORANDUM

January 16, 2019

Pre-Bid Conference Minutes

Silverbrook Elementary School Renovation Introduction of the Project Team

• Owner / FCPS Construction Team (Matt Wright- Construction manager; John Swain- supervisor; Russell Herrick, onsite rep)

• Rebecca Bostick (Architect) • Strickler Associates (MEP) • BEI Engineering (Structural) • Rinker Design Assoc. (Civil)

Bid Date:

• January 23, 2019 at 3:00 pm at 8115 Gatehouse Road, Falls Church, VA 22042.

• All bids need to be delivered to Suite 3400, prior to 3pm. General Project Overview:

• Complete renovation of existing building, generally: • New finishes • New windows • New roof • New HVAC / Plumbing / Sprinkler • New Electric / Security / TV / Sound / Data / Voice

Additions:

• One story - multiple classrooms • Administration • New courtyard • SACC rooms (disregard- no addition) • Library • Cafeteria

Site:

• Storm • Sanitary Sewer • Gas Service • Electric Service • Mill and Overlay Parking Lot and Bus Loop

Schedule / Phasing:

• Phasing Site Plan with Contractor Area Shown • Access Point will be changed by an upcoming Addendum (disregard- no

change) • Access from existing building to temporary classroom trailers will be

maintained during site work • VDOT Land Use Permit is responsibility of Contractor

o FCPS has performed initial submission (disregard, there is no work in VDOT right-of-way. No permit has been filed.)

• VSMP Permit o Contractor needs to transfer to their name

Project Designation:

CHPS Designed o See specifications for sections related specifically to CHPS

requirements

Owner Performed Work: • Temporary Classroom Trailers are currently on-site – already set up and

occupied. Product Substitutions:

• Were due prior to Sunday, January 13, 2019. • Approved substitutions, if any, will be noted by Addendum. (only 1

product approved- Vapor Barriers and listed in Addendum #2) Allowances:

• Allowance total is $518,000.00 (refer to Specifications) • The Contingency allowance is $375,000.00. • There is an allowance for a new modular playground of $125,000.00 • Contractor will not be performing this work (playground installation. Also

see addendum #2 for further clarification.) • There is an allowance for a new school sign of $18,000.00. (Line item-

no work to be provided by the GC.)

Sub-Contractors:

• It is the responsibility of the General Contractor to confirm that all required sub-contractors have the proper bonds. Any bid received with a sub-contractor that cannot provide the proper bond shall be considered a non-responsive bidder.

• Several sub-contractors have minimum/ bonding requirements listed in the specifications, only provide sub-contractors that meet those requirements.

• Note- pay requisitions will not be processed without all bonds required submitted to FCPS.

Project Award:

• Scheduled School Board Approval date is February 7, 2019

• FCPS reserves the right to award up to 45 60 days after Bid Date, per Specification Section 00100.

• FCPS may provide a letter of intent to award.

Site Visits: • Before submitting a bid, the contractor should visit the site and

examine all adjoining existing buildings, equipment and space conditions.

• The point of contact for site visits is FCPS Field Construction

Representative Russell Herrick. Cell Phone # 703-898-3345 or email RAHerrick@fcps.edu.

Addenda:

It shall be the contractor’s responsibility to ensure they have received all addenda. Minutes from this meeting will be part of the next addendum, which is scheduled to be sent out by COB January 18, 2019. All contract revisions prior to bid shall be made by addenda ONLY. All bid related questions shall be made in writing to Rebecca Bostick at Rebecca LG Bostick Architects. (rbarch@mindspring.com) Deadline for Contractor questions is Friday January 18, 2019 at 4:00 pm. Any questions after the 18th may or may not generate a response. Only items that constitute a change to the Bid Documents will be issued in an addendum. Comments: Thursday Jan 17 at 7am, Russell Herrick will open the building at 7am for Contractor’s review. Meet at door #1 (front entrance). No questions taken. All questions to be in writing to the Architect.

END OF MEETING

08410-1 11/17

SECTION 08410

CURTAIN WALL

PART 1 - GENERAL 1.01 RELATED DOCUMENTS

A. Drawings and General Provisions of Contract, including General Conditions and other Division 1 Specification Sections, apply to the Work of this Section.

1.02 RELATED WORK

A. Structural Support: Division 5

B. Finish Hardware: Section 08710 C. Glazing: Section 08800

1.03 QUALITY ASSURANCE

A. Structural Properties: Design, fabricate and install work to withstand wind loads for components and cladding as defined in the 2015 Virginia USBC Refer to the Code Sections governing Glass and Glazing, and Structural Loads. Deflection shall not exceed 1/175 of span. Provide a safety factor of 1.65 of allowable stress.

B. Provision for Thermal Movement: Fabricate and install the entrance and

storefront to provide for such expansion and/or contraction of component materials as will be caused by an ambient temperature range of 150o F. without causing harmful buckling, opening of joints, undue stresses on fasteners, or other detrimental effects.

C. Water Infiltration: There shall be no water (other than condensation) on room

side of any of finally fabricated and installed members. Test for infiltration in accordance with ASTM E331, using a minimum test pressure of 8 PSF.

D. Air Infiltration: Test units in accordance with ASTM E283. Infiltration shall not

exceed .06 CFM per square foot of fixed area. 1.04 SUBMITTALS

A. Shop Drawings and Manufacturer's Literature:

1. Product Data and Shop Drawings:

CURTAIN WALL SECTION 08410

08410-2 11/17

a. Show construction of each component, metal thickness, installation and erection details including connections, anchorage, fastening, sealing methods and location.

b. Provide sections of typical members, dimensional elevations, frame size, spacing of anchors, and fasteners and detail of accessories.

c. Show elevation with verified field measurements

2. Manufacturer's Recommended Maintenance Procedures.

B. Samples: Submit two (2) each of the following:

1. 12-inch extrusion or rolled section.

2. Full range of standard colors available (Refer to 2.01C).

C. Certificates: Manufacturer's certificate stating that materials meet specification requirements, including the following:

1. Air Infiltration

2. Water Infiltration

3. Code compliance for Structural Performance.

1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING:

A. Inspect storefront units at time of delivery. Damaged units shall be replaced at no cost to Owner.

B. Store units in upright position off ground on dunnage.

C. Protect from weather and damage in a well ventilated, dry and secure area.

D. Store in designated areas as close as possible to point of installation. 1.06 WARRANTY

A. Provide manufacturer’s written one (1) year warranty.

PART 2 - PRODUCTS 2.01 MATERIALS

A. Aluminum: 6063-T5 or T6 alloy and temper. Framing members shall have a nominal face dimension of 2-1/2" and an overall depth of 7-1/2".

CURTAIN WALL SECTION 08410

08410-3 11/17

B. Fasteners: All exposed fasteners shall be either aluminum or stainless steel in

accordance with ASTM A164. No plated steel fasteners shall be allowed.

C. Finish: All exposed surfaces shall be free of scratches or other blemishes and shall be finished using one of the following methods:

1. Organic: Kynar-based "Duranar" or "Fluropon," complying with AA-M12-

C41-R1X and AAMA 2605.

2. Color: Selection shall be made from manufacturer's standard range of colors.

2.02 ACCEPTABLE MANUFACTURERS

A. Kawneer Company, Inc., Norcross, GA, 1-770-449-5555, (www.kawneeer.com) (Basis of Specification).

B. EFCO Corporation, Monett, MO, 1-800-221-4169 (www.efcocorp.com).

C. Other manufacturers, pre-bid in accordance with Section 01630, shall be

acceptable. 2.03 STOREFRONT FRAMING

A. Basis of Specification: Kawneer 1600 Wall System 1 Curtain Wall

a. System depth 7-1/2” with 1” insulating glazing

2.04 ENTRANCE DOORS

A. Basis of design: Kawneer Insulclad 560, wide stile, heavy traffic thermal entrance door.

2.05 HARDWARE FOR ENTRANCE DOORS

A. See Section 08710 for hardware and hardware mounting heights; provide cutouts and recesses as required by manufacturer of hardware.

B. See Division 16 for security devices.

2.06 FABRICATION

A. Accurately fit and securely join curtain wall frame connections to provide tightly

closed joints. Accurately make all cutouts, recesses, mortising or milling

CURTAIN WALL SECTION 08410

08410-4 11/17

operations required for hardware and reinforce with backing plates to insure adequate strengths of connections. Reinforce division and corner members as required to adequately support doors, tempered glass and additional loads. Securely anchor vertical members to structural members. Shop fabricates extruded or formed members into complete units, in such a manner that units can be installed without removal of any part.

B. Glass framing members shall provide for flush glazing on all sides with through-

sightlines, and no projecting stops to face joints. The system shall provide fully resilient settings for glass and panels by use of elastomeric gaskets on both sides of the glass. Adapters and mountings for trim moldings and face materials shall be designed so as to permit the installation of these products in regular manner, and not interfere with the normal assembly and weathering of the grid framing.

C. Sizes of components and necessary field connection and fastenings required for

installation shall permit easy assembly by means of standard construction equipment and tools.

D. Welding:

1. Filler rods: AWS A.5.3.62.

2. Finish surfaces free of distortion and discoloration.

3. Remove weld spatter and welding oxide from finished surfaces.

4. Grind weld beads flush with exposed surfaces and polish to blend with

adjacent finish.

E. Mechanical Assemblies:

1. Fit corner joints rigid and weathertight.

2. Conceal fasteners wherever possible. Where exposed all fasteners to be stainless steel.

3. Perimeter anchors: When steel anchors are used, provide insulation

between steel material and aluminum material to prevent galvanic action. F. Protective coatings:

1. Factory-applied.

2. Solvent-clean metal surface.

CURTAIN WALL SECTION 08410

08410-5 11/17

3. Apply bituminous coating compound to aluminum in contract with galvanically incompatible metal.

4. Apply zinc chromate primer to aluminum surfaces to be installed in

contact with concrete or mortar.

G. Weatherstrip:

1. Install weatherstripping in retaining grooves designed as integral part of the doorframe and stile and mullions.

2. Weatherstripping shall be continuous at corners.

H. Finish: Refer to 2.01.

2.07 HARDWARE A. Provided and installed under Section 08710. 2.08 GLAZING

A. Shall be as specified in Section 08800. 2.09 SEALANTS

A. Shall be as specified in Section 07900. 2.10 STOREFRONT ELEVATIONS

A. See Drawings for storefront profiles and details. PART 3 - EXECUTION 3.01 INSPECTION

A. Curtain Wall openings shall be checked for size, plumb, level and alignment before erection of framing. Notify Architect and Owner’s Representative of any conditions encountered that would interfere with proper installation.

B. Do not proceed with installation until unsatisfactory conditions are corrected.

3.02 INSTALLATION

A. Certified Installer: Factory trained, certified, and possessing identification as a “Certified Installer”. As an alternative, installer shall demonstrate suitably equivalent competence and experience.

CURTAIN WALL SECTION 08410

08410-6 11/17

B. Install work true to line, plumb, level, square, in proper planes with other work,

free from sags, waves, buckles, or other objectionable defects. Adequately anchor work to resist safely all stresses to which the work shall normally be subjected.

C. Builders' hardware and thresholds: Coordinate with Section 08710 for accurate

fit in accordance with manufacturer's printed instructions. Doors shall operate smoothly and quietly after installation and adjustment. Door closing devices shall be adjusted immediately prior to final inspection.

D. At jambs and head of frames, fill space between back of frame and the enclosing

walls solid with fiberglass, rock wool, or untarred oakum packed tight to within 3/8 in. of each face of the aluminum frame.

E. Coordinate with hardware manufacturer’s representative to provide installation

inspection of closers and exit devices prior to final acceptance by Owner. A written report shall be provided to the Owner’s Representative and Architect within two weeks after inspection.

F. Glazing: Glass shall be outside glazed and held in place with extruded aluminum

pressure plates anchored to the mullion using stainless steel fasteners spaced no greater than 9” on center. Each light of glass shall be compartmentalized using joint plugs and silicone sealant to divert water to the horizontal weep locations. Weep holes shall be located in the horizontal pressure plates and covers to divert water to the exterior of the building.

3.03 CLEANING

A. Clean aluminum surfaces with a non-toxic cleanser on all exposed surfaces, removing all mortar, paint, sealants, or other contaminants.

B. Remove all debris associated with the work of this section, and dispose of

legally. 3.04 PROTECTION

A. After cleaning, protect all framing members from damage by work of other trades. Protect surface finish from scratches or other blemishes. Maintain protection until final acceptance by Owner.

END OF SECTION

SILV

ERB

RO

OK

ELE

MEN

TAR

Y S

CH

OO

LR

ENO

VA

TIO

NS

Stat

e Pr

ojec

t # 0

29-1

68-0

0-10

1Fa

irfax

Cou

nty

Publ

ic S

choo

ls

01/ 17/ 19

REB

ECC

A L

.G. B

OST

ICK

, AIA

A

R

C

H

I

T

E

C

T18

19 D

RU

RY

LA

NE,

SU

ITE

101

ALE

XA

ND

RIA

, VA

223

07

194

(703

) 768

-225

0

ARCH SITE PLANSITE DETAILS

A2.040SHEET OF

DATE

REVISED

SCALE: 3/4" = 1'-0"A2.01 FLAGPOLE DETAIL

NOT TO SCALE

ARCH. SITE PLAN

SCALE: 3/4" = 1'-0"A2.02 GARDEN WALL DTL

SCALE: 1-1/2" = 1'-0"A2.03 PATIO DETAIL

N

EXISTING BUILDING

NEW ADDITIONS

CONC WALK

EXIT

LEGEND

SCALE: 3/4" = 1'-0"A2.05 DUMPSTER ENCLOSURE

SCALE: 1/4" = 1'-0"A2.04 DUMPSTER PLAN

SCALE: 3/4" = 1'-0"A2.06 BOLLARD DTL.

SCALE: 3/4" = 1'-0"A2.0A COURTYARD PLAN

SCALE: 3/4" = 1'-0"A2.07 CURB/BOLLARD DTL

SIDEWALK- TYP ALL

SCALE: 3/4" = 1'-0"A2.08 PLAYGROUND