mark hawks 1 design... · project #18rfp052918ka-mh, ... copy of this form with the rfp submittal...

June 21, 2018 Re: 18RFP052918KA-MH, Design/Build Services for Library CIP Central Library Renovation Dear Proposers: Attached is one (1) copy of Addendum 1, hereby made a part of the above-referenced Request for Proposal (RFP). Except as provided herein, all terms and conditions in the RFP referenced above remain unchanged and in full force and effect. Sincerely, Mark Hawks Mark Hawks, Assistant Purchasing Agent

Project #18RFP052918KA-MH, Design/Build Services for Library CIP Central Library Renovation June 21, 2018

This Addendum forms a part of the contract documents and modifies the original RFP documents as noted below: Questions and Answers (see attached) Clarification: Replace Page 1-1, Article 1.1 Project Description, third paragraph with the following paragraph: It will be the Design/Builder’s responsibility to develop a plan to provide conditioned space on the 6th, 7th, and 8th floor where the libraries collection will be stored during the renovation of the library. The collection will be placed on shelving on these floors and covered with dust protection by the County's vendor. The Design/Builder will be responsible for protecting the collection during the renovation of the Central Library. Updated Drawings for Central Library: Please follow the link below and see attachment at the end of the questions.

https://app.plangrid.com/projects/2909810f-5559-ae3d-04ed-c2b03125820a/staple/fa6f92c7-5aff-43ad-bfbd-584b167f46e9 ACKNOWLEDGEMENT OF ADDENDUM NO.1 The undersigned Proposer acknowledges receipt of this Addendum by returning one (1) copy of this form with the RFP submittal package to the Department of Purchasing & Contract Compliance, Fulton County Public Safety Building, 130 Peachtree Street, S.W., Suite 1168, Atlanta, Georgia 30303 by the bid due date and time Monday, July 9, 2018 by 11:00 A.M. This is to acknowledge receipt of Addendum No. 1, _________ day of ____________, 2018. ________________________________ Legal Name of Bidder ________________________________ Signature of Authorized Representative ________________________________ Title

https://app.plangrid.com/projects/2909810f-5559-ae3d-04ed-c2b03125820a/staple/fa6f92c7-5aff-43ad-bfbd-584b167f46e9

https://app.plangrid.com/projects/2909810f-5559-ae3d-04ed-c2b03125820a/staple/fa6f92c7-5aff-43ad-bfbd-584b167f46e9


Questions and Answers Question 1: Has a 3D scan been preformed on the interior and/or exterior with Point Cloud? If so can it be provided to the proposer? Answer: Yes, Follow the link below for access. https://www.dropbox.com/sh/yir2d53zumjw99r/AAAseuSSnWSmA_7P70UPACSha?dl=0 Question 2: Exhibit 17 - Fulton County HazMat Letter appears to be missing Attachment A - Lead Paint Results and Attachment B - TCLP Results. Please provide this information or a response that it is not Applicable. Answer: The pages in the HazMat Letter indicating the appendix with lead paint and TCLP data were included incorrectly and should be disregarded. Question 3: Exhibit 20 - Camacho Food Service Designers and Consultants - Miss labeled as NCR Midtown Phase II or wrong document provided with RFP. Please clarify. Answer: The Exhibit 20 in the RFP is incorrect. Please refer to the correct Exhibit 20 included as part of this addendum. Question 4: Start and Completion dates - RFP states 673 days / 96 weeks and a completion date of end of 1st quarter. These are in conflict. (From 9 July 2018 proposal submittal to 31 March 2020 = 632 days) Please clarify. Answer: All work to be substantially completed by the end of the 1st quarter of 2020. Question 5: Reference page 2-4 of the RFP indicates - Owner Available Funds - All references in this RFP to "Owner Available Funds" shall mean the maximum amount of funds available to the Owner for development of the Project. The actual cost of the project shall not exceed the Owner's Available Funds - Please provide the established design/construction dollar value. Answer: This information will not be provided Question 6: Reference Section 3, -13, and Section 4.4, Evaluation Criteria, Page 4-2 of the RFP. The point weighing for cost is indicated as 20 points in Section 3, but reflected as 30% (i.e. 30 points) in Section 4.4 (Evaluation Criteria). It appears that the 20-point weight outlined in Section 3 accurately values cost for this solicitation--considering the level of completeness of the design documents at the stage. Will the county revise the Evaluation Criteria table to show 20% weight for 'Cost Proposal' and redistribute the remaining weighted items through the other evaluation factors? Answer: The value for Cost in Section 3 will be 30% Question 7: The proposal due date is currently established as 9 July 2018. This date follows the 4th of July Holiday that is Wednesday of the previous week. With the Holiday being midweek, there will be people out on vacation prior to the 4th/following the 4th and will render receiving and communications with subcontractors difficult. Please consider moving the due date out mid to end of the week of July 9th. Answer: The proposal due date will remain July 9, 2018


Question 8: In Exhibit 19, Project Manual/Specifications, the following divisions or portions of the divisions indicate "To be Issued" Divisions 21, 22, 23, 26 and a portion of 28. Is it the intent for these Divisions/Sections to be issued as an addendum and part of the bridging documents or are these Divisions/Sections to be developed by the Design-Build Team? Answer: These divisions and portions of divisions are included as part of this addendum Question 9: Will the Fulton County Government provide a rodent letter as required by the Atlanta Building Department, or will the letter come from the Design-Build Team?

Answer: Fulton County will provide a rodent letter.

Question 10: If the Rodent Letter is to be provided by the Design-Build Team, who is the current pest control provider/contractor for the Central Library? Answer: See the answer to Question 9. Question 11: What mechanical controls/DDC system does the Library System currently use and will the same controls be required for the Central Library Renovation as a standard? Answer: Please refer to Exhibit 5 - Fulton County Building Standard Design Guidelines which includes the Direct Digital Control System Specifications. Question 12: INTRODUCTION, Section 1, page 1-1, of the RFP documents, along with 50% DD (bridging) drawings sheets A8.01 - A8.03, call for the library shelving and volumes to remain in the building and be stored at various locations on the 6th, 7th and 8th floors during construction. Please Confirm that: a. the floor structure at the said floors are designed for the load concentration of the high density stored shelving, including the periods when the building is undergoing extensive floor slab removals and structural steel framing at the floor slabs; The building structure is capable of supporting the shelving live loads during construction at the locations shown on sheets A8.01, A8.02 and A8.03. See also floor load diagrams on sheets S0.04, S0.05 and S0.06. Structural opening alterations during the remainder of the design phase may be cause for reevaluation. b. the collections will not be impacted if temporary HVAC systems are installed when the existing HVAC systems are removed as designed; The Design/Builder is responsible for protecting the collection which includes maintain a controlled environment on the floors where the collections are stored. c. the collections will not be at risk given creation of large new openings at the roof and exterior walls per the basic design. Creating large new openings in the roof and walls may create a risk for the stored collection. Risk Management is part of the Design/Builder's responsibility and therefore it will be the Design/Builder's responsibility to anticipate these risks and address them. Please confirm that if the prescribed temporary relocations are not feasible, the Design-Build firm will be responsible for finding an off-site location, rental, inventory, moving costs, etc. for shelving storage during construction. Answer: Should the Design/Builder decide that off-site storage of the collections is more feasible, the Design/Builder would be responsible for locating a facility, paying any rent, inventorying and moving costs. The storage facility must be bonded and climate controlled.


Question 13: The RFP documents include an Asbestos Survey. Please clarify on who is responsible for the actual abatement scope of work - the Design-Build firm or the Owner. Answer: The Design/Builder will be responsible for any abatement as part of their scope of work. Question 14: Is the proposal bond form that is included in the RFP all that is needed to be submitted with the RFP or is there another form that is also required? On the second page there is reference to a bid bond also being included. Also, is the county requesting that we fill in the exact amount of the bid/proposal bond or will just putting 5% of the base proposal be sufficient on the form? Answer: Please fill out the Proposal Bond form and attach the bond as stated in the instructions. The proposal bond is the same as a bid bond. Question 15: The RFP response is due on the Monday after the 4th of July. Typically, the ability to get good subcontractor participation on that week is difficult based on the fact that a lot of people take vacations the week of the 4th. Would it be possible to extend the RFP response date to the following Monday (July 16, 2018) in order to get better participation from the subcontractor market? Answer: See answer to question #7 above. Question 16: There is an extensive amount of demolition of existing walls, floors, interior finishes and associated mechanical, electrical and plumbing equipment which is not clearly defined on the bridging documents. Would it be possible to schedule a time to visit the site to more clearly understand the extend of demolition required? Answer: Yes, please schedule time through Mark Hawks with Purchasing. Question 17: The RFP states that the D/B firm will be responsible for the costs of all seats that are required for the Contract Management software. What is the cost per seat for this software? Answer: Seats for Primavera Contract Manager and P6 can be purchased directly by the Design/Builder through Evans Technology. Please contact Pat Barham with Evans Technology at XXX-XXX-XXXX for pricing information. Question 18: Section seven of the RFP states that the respondent with the lowest total cost will receive the full 20 points. However, the evaluation selection criteria listed on page 4-2 says that the cost proposal is weighted at 30%. Which is correct? Answer: Please see response to question #6 above. Question 19: Reference sheet A9.10, the door schedule information is not complete, please provide clarification for basis of pricing. Answer: 50% DD Documents were submitted, the documents are not complete.


Question 20: Sheet A9.10 Door Schedule; many doors are listed as SAG, “Single All Glass”. However many of the frames for these doors are listed as aluminum. In these cases should the door type be listed as SFG? Answer: I.L.O. SAG please use SFG. Question 21: It appears that All Glass Doors and perhaps Glass Walls are to be incorporated into the project. The hardware section also references section 084126 (sets Answer: Need Clarification , No question was asked. Question 22: Please clarify where “All Glass Doors, and Walls are to occur? Answer: Need Clarification, No question was asked. Question 23: Same sheet A9.10 Door Schedule; Please complete the balance of the material columns for doors and frames.

Answer: All missing material info belongs to existing doors to remain with new hardware, please confirm existing materials and replace as needed to accommodate new hardware prep. Question 24: Sheet A9.10: Door 100D is not found on the plan. Answer: Refer to Ground Floor plan A2.03 for location. Also shown in view 2/A4.01 Question 25: Specification 087100, Door Hardware; please advise what the letters HBO represent which appears in some of the hardware groups in the description line. Answer: HBO stands for Hardware by others referring to hardware by the door manufacturer. (Storefront and Curtain wall doors) Question 26: CPT-9 does not exist on the finish schedule yet it is shown in multiple rooms? Answer: CPT-9 is intended to refer to the Carpet in the Best Buy Teen Tech Center Carpet which is to be coordinated with Best Buy during the spaces buildout. On levels 5 and 6 The Green Carpet areas are to be CPT-10 listed in the schedule. Question 27: What does TC-1 stand for? Its located in the mechanical and other rooms on the 5th floor. Answer: Traffic Coating: BOD - BASF Master Seal Traffic 205 system. Source system components from one Manufacturer. Question 28: If the submitter is a joint venture, do you want all of the required financial information and forms completed solely by the joint venture, or by the joint venture and each of its entities? Answer: If submitting as a joint venture, all of the required information and forms will only need to be completed and submitted by the joint venture.


Question 29: The Required Proposal Checklist Item No. 8 asks for Project Team Qualifications/ Qualifications of Key Personnel and Relevant Project Experience. Do you want resumes and project experience previously submitted in the Qualifications included with the technical proposal? Answer: See updated Exhibit 1 attached in Addendum No. 1 Question 30: The Required Proposal Checklist Item No. 9 lists Form H: - Local Preference Affidavit of Bidder/Offer. Is this the same as Form E included in the RFP? Please clarify whether the forms listed Answer: Form E is the correct form: Local Preference Affidavit of Bidder/Offeror

Question 31: For pricing purposes, please advise on the intended location(s) of the “Foundation Strengthening Detail” 5/S3.00. Answer: This detail applies only in the event that the new elevator footing overlaps with the adjacent existing foundation. The final elevator size and location, based on the selected elevator manufacturer, should be coordinated with the existing foundation in order to be certain that strengthening is not required. Question 32: Please confirm that the “Convenience Stair” in detail 3/A7.02 is intended to receive precast terrazzo treads. Answer: Correct, the convenience stair between levels 4 and 5 is to receive precast terrazo treads and risers. Details similar to 1/A7.01 Question 33: Referencing sheet A2.28: Please advise on what the TC-1 designation stands for, for the floor and base finishes. Answer: See response to question #27 above. Question 34: Exhibit C, Schedule of Intended Subcontractor Utilization requests that the subcontractors be named at the time of RFP submission. Given that the drawings are at 50% Design Development stage, the final subcontractor list may not yet be established by the submission date. Could the requirement be eliminated or modified to read "Potential subcontractor utilization"? Answer: The project is broken up into 2 phases (Design Phase and Construction Phase). With your RFP submission, the only subcontractors that need to be identified are the companies that will take part in the initial design phase. The remaining subcontracts to take part in the 2nd construction phase will be required to be identified at 80% completion of the design phase documents. Question 35: "Please confirm that only exhibits A and C are required with the Technical Proposal Submission. The RFP states the following: ""REQUIRED FORMS (To be submitted with Technical Proposal) In order to be compliant with the intent and provisions of the Fulton County Non-Discrimination in Purchasing and Contracting Policy, bidders/proposers must submit the following completed documents with the Technical Proposal. • Exhibit A – Promise of Non-Discrimination


• Exhibit C – Schedule of Intended Subcontractor Utilization

• The following documents must be completed as instructed if awarded the project:

• Exhibit B – Equal Employment Opportunity Report (EEOR)

• Exhibit D – Letter of Intent to Perform as a Subcontractor or Provide Materials or Services (To be submitted only by subcontractor/sub-consultant/suppliers of winning Prime prior to contract execution)

• Exhibit E – Prime Contractor’s Subcontractor Utilization Report (To be submitted monthly with pay applications)""

Answer: That is correct, only Exhibits A & C are required with the Technical Proposal Submission. The additional Exhibits will be required upon award of the project. Question 36: "Please confirm that the following exhibits, listed on the RFP Submittal Checklist (Exhibit 1), are not required to be submitted with the Technical Proposal: • “Exhibit F: Joint Venture Disclosure Affidavit

• Exhibit G: Prime Contractor/Subcontractor Utilization Report

• Equal Business Opportunity Plan (EBO Plan)

• Exhibit H – First Source Jobs Program Information Form 1

• Exhibit H – First Source Jobs Program Agreement Form 2""

Answer: • For clarification, Exhibit F is not in the document as it has been replaced by Exhibit C which is required

to be submitted with the Proposal. • Exhibit G is not in the document and has been replaced by Exhibit E, but is not required with the

submission of Proposal. • The Equal Business Opportunity Plan (EBO Plan) is a required document to be submitted with the

Proposal. The plan should state all efforts made to subcontract to MFBE firms regardless if an agreement materialized or not. All MBE firms contacted by phone, email, and/or social media, in effort to acquire their participations, should be documented in your plan.

• Exhibit H is not in the document and not required to be submitted with Proposal. Question 37: Should any of the above exhibits be required to submitted with the Technical Proposal, please provide these forms as they are not included in the RFP. Answer: See answers to questions 35 and 36.

ROOFEL. 1,181' - 6"

FULLY ADHERED TPO ROOFING

METAL STUD FRAMING

COUNTER FLASHING RECEIVER

MOISTURE - RESISTANT GLASS-MAT GYP BD

TAPERED INSULATION

COPING BEYOND

EXISTING ROOFING SYSTEM TO BE MAINTAINED AND REPAIRED TO ACCOMMODATE NEW PARTITION

2 PIECE COUNTER FLASHING

HEIG

HT O

F FLA

SHIN

G AB

OVE

ROOF

1' - 4

" MIN

.

FULLY ADHERED TPO ROOFING ON COVER BOARD ON MIN. R-20 TAPERED INSULATION

FULLY ADHERED TPO ROOFING WELDED TO TOP OF TPO-COATED FLASHING

1

SELF FLASHING SKY LIGHT

MANUFACTURER PROVIDED APRON

BLOCKING AS REQUIRED

COUNTER FLASHING RECEIVERROOFING MEMBRANE RETURN OVER CURB WALL, LAP OVER FLASHING

GWB ON METAL FRAMING WITH EXTERIOR SHEATHINGINSULATE WALL CAVITY

INSULATED DUCT TO ATRIUM EXHAUST FAN

1" / 12"

ROOFING MEMBRANE RETURN AT OPENING

METAL FLASHING EXTENSION AT TOP AND SIDES OF WALL PENETRATION

2" RIGID INSULATION CONTINUOUS WITH HORIZONTAL Z-FURRING CHANNELS 16" O.C. TO SUPPORT SHEATHING

BACKER ROD AND SEALANT AT DUCT PERIMETER

1

ROOFEL. 1,181' - 6"

INSULATED DUCT TO ATRIUM EXHAUST FAN

ROOFING MEMBRANE RETURN OVER CURB WALL, LAP OVER FLASHING

2 PIECE COUNTER FLASHING



HEIG

HT O

F FLA

SHIN

G AB

OVE

ROOF

1' - 4

" MIN

.

BACKER ROD AND SEALANT AT DUCT PERIMETER

1

6

EXISTING SOFFIT

7/8" FURRINGMEMBRANE AIR BARRIER

SHEATHING

RETURN MEMBRANE AT SOFFIT

METAL TRIM TO MATCH WALL PANELS


LEVEL 3EL. 1,098' - 6"

LEVEL 4EL. 1,113' - 6"

A6.0012

A6.0011

D

6

MEMBRANE AIR BARRIER ON SHEATHING ON CFMF

METAL PANEL CLOSURE AS NEEDED

FLAT METAL PANEL WALL CLADDING

EXISTING PRECAST CLADDING AND STRUCTURE

DEMO INTERIOR PRECAST CLADDING, FUR OUT INTERIOR

FACE OF STRUCTURE WITH CFMF AND SPRAY INSULATION

WITH GWB

WRAP MEMBRANE AIR BARRIER ON EXISITNG CONCRETE FACE

SEALANT


LEVEL 3EL. 1,098' - 6"

1/8" FORMED ALUMINUM CLOSURE BY CW MAUNF. FINISH TO MATCH CW FRAMING. 10' LONG TYP. JOINT TO ALIGN WITH GLAZING JOINTS ABOVE

NEW SEALANT JOINT @ EXISTING PRECAST SOFFIT

SEALANT AT CLOSURE PROFILE AND CW SILL

NEW STRUCTURAL SILICONE GLAZED CURTAIN WALL SYSTEM. CUSTOM COLOR TO MATCH PRECAST CONCRETE-ALIGN FACE OF GLAZING TO FACE OF EXISISTING PRECAST PANELS

PROVIDE SHADOW BOX AT LOCATIONS BELOW FLOOR LINE AND ABOVE CEILING OR SOFFIT - PAINTED CUSTOM COLOR

STRUCTURAL SILICONE JOINT @ FLOOR LINE

FIRE SAFING AND CW INSULATION TO MEET UL CW-D-2039 REQUIREMENTS


1"X1"X1/8" ALUMINUM TUBE, FINISH TO MATCH CW FRAMING

OUTLINE OF CLOSURE PIECE AT ENDS, SEAL TO INSIDE OF CLOSURE PANEL ENDS

LINE OF SEALANT BEYOND

3"1"

2" RIGID INSULATION ON BACK FACE OF SHADOW BOX PANEL

MATCH PROFILE OF EXISTING PRECAST PANELSPROF

ILE D

EPTH

MATC

H EX

ISITN

G

ALIGN


NEW CEILING TO ALIGN WITH PRECAST SOFFIT

HEIGHT, SEE RCP

INTERIOR SEALANT

NEW STRUCTURAL SILICONE GLAZED CURTAIN WALL

SYSTEM. CUSTOM COLOR TO MATCH PRECAST CONCRETE-

ALIGN FACE OF GLAZING TO FACE OF EXISISTING PRECAST

PANELS

SEALANT

RETURN RIGID INSULATION TO CW HEAD

ALIGN

SILL EXTENSION BEYOND

EXISTING PRECAST CLADDING AND STRUCTURE NEW STRUCTURAL SILICONE GLAZED

CURTAIN WALL SYSTEM. CUSTOM COLOR TO MATCH PRECAST CONCRETE - ALIGN FACE OF GLAZING TO FACE OF EXISTING PRECAST PANELS

6

7/8" FURRING

FLEXIBLE FLASHING

MEMBRANE AIR BARRIER

SHEATHING

TERMINATION BAR AND LAP SEALANT, MIN. 8" FLEX FLASH

SS FLASHING, HEM EDGE, SET IN SEALANT, TYP AT BASE FLASHING ON TOP OF CONCRETE

RETURN MEMBRANE AT CURB

DRAINAGE PANEL ON SHEET WATERPROOFING, PROVIDE WATERPROOF CONNECTION TO

EXISTING BELOW GRADE WATERPROOFING

HORIZONTAL Z-FURRING CHANNELS 16" O.C. TO SUPPORT SHEATHING

2" RIGID INSULATION CONTINUOUS

2" GRANITE PAVER ON 1 1/2" SETTING BED OVER CONCRETE SLAB

1/2" COMPRESSIBLE FILLER

BACKER ROD AND SEALANT

TERMINATE WATERPROOFING ON TOP OF CURB

SS FLASHING SET IN BED OF SEALANT ON TOP OF CURB. EXTEND VERTICAL LEG MIN. 2"

BELOW TOP OF PAVERS

1

LEVEL 8EL. 1,168' - 0"

INTERIOR

7/8" FURRING

FLEXIBLE FLASHING

MEMBRANE AIR BARRIER

TERMINATION BAR AND LAP SEALANT, MIN. 8" FLEX FLASH

SS FLASHING, HEM EDGE, SET IN SEALANT, TYP AT BASE FLASHING ON TOP OF CONCRETE

MIN.

8"

2 HR RATED PARTITION WITH INSULATION

FLAT METAL PANEL CLADDING



FURRING CHANNEL ON SHEATHING, SEE SECTIONS

GROUND LEVELEL. 1,067' - 0"

EXISITNG SLAB

NEW TOPPING SLAB

2" GRANITE PAVERS ON 1 1/2" SETTING BED

1/2" COMPRESSIBLE JOINT FILLER

DRAINAGE MAT3X3 26 GA SS FLASHING SET IN SEALANT

HOT RUBBERIZED ASPHALT WATERPROOFING WITH PROTECTION COURSE, TERMINATE ON TOP OF FINISH FLOOR SLAB

SEALANT JOINT PER MANUF.

CONCRETE INFILL AT REMOVED PRECAST PANEL LOCATIONS, TIE IN WATERPROOFING AT ADJACENT PANELS TO REMAIN. INFILL AS REQ FLUSH WITH EXISTING FLOOR

NEW STRUCTURAL SILICONE GLAZED CURTAIN WALL SYSTEM. CUSTOM COLOR TO MATCH PRECAST CONCRETE- ALIGN FACE OF GLAZING TO FACE OF EXISISTING PRECAST PANELS

ATLANTA NEW YORK WASHINGTON

©

191 Peachtree Street NESuite 2400

Atlanta, GA 30303-1770(404) 237-2000

coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

NOT ISSUED FOR CONSTRUCTION

1

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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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2018 COOPER CARRY

THE CENTER FOR CONNECTIVE ARCHITECTURE

SCOPE DOCUMENTS

The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project.

ASSOCIATE DESIGN ARCHITECT

VINES ARCHITECTURE, INC.530 HILLSBOROUGH STREET

RALEIGH, NC 27603T: 919 755 1975F: 888 800 5946

E: [email protected]

FOR PRICING ONLY -

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05/04/18

20170084TIM FISH / VICTOR VINES

CHRISTOPHER BIVINS

JEFF SCHROEDER

ALANNA CONNER

EXTERIOR DETAILS

CENTRAL LIBRARYRENOVATION (L011)

ONE MARGARET MITCHELL SQUAREATLANTA, GA 30303

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ISSUANCESNo. Drawing Issue Description Date

50%DD 05/04/20181 50% DD ADDENDUM 06/11/2018

SCALE: 1 1/2" = 1'-0"A6.003 WALL SECTION @ ELEVATOR OVERRIDE

SCALE: 1 1/2" = 1'-0"A6.002 SECTION DETAIL @ ATRIUM SKYLIGHT & EXHAUST

SCALE: 1 1/2" = 1'-0"A6.001 SECTION DETAIL @ ATRIUM EXHAUST LOUVER SILL

SCALE: 1 1/2" = 1'-0"A6.008 SECTION DETAIL @ METAL PANEL WALL HEAD

SCALE: 1/4" = 1'-0"A6.0013 SECTION @ NEW GLAZING

SCALE: 1 1/2" = 1'-0"A6.005 PLAN DETAIL @ NEW METAL PANEL WALL

SCALE: 1 1/2" = 1'-0"A6.0011 SECTION DETAIL @ NEW CW SILL

SCALE: 1 1/2" = 1'-0"A6.0012 SECTION DETAIL @ NEW CW HEAD

SCALE: 1 1/2" = 1'-0"A6.009 PLAN DETAIL @ NEW CW JAMB

SCALE: 1 1/2" = 1'-0"A6.006 SECTION DETAIL @ METAL PANEL WALL AT GRADE

SCALE: 1 1/2" = 1'-0"A6.007 SECTION DETAIL @ METAL PANEL WALL AT MECHANICAL WELL

SCALE: 3" = 1'-0"A6.004 FLAT METAL PANEL LOCK SEAM DIAGRAM

SCALE: 1 1/2" = 1'-0"A6.0010 SECTION DETAIL @ NEW CW SILL ON GRADE

1

REF

.M

W

DN

REF

.

DN

MW

DN

A

1 2 3 4 5 6 7

A4.01

1

A

1 2 3 4 5 6 7

3L1.03

2L1.03

1L1.03

4L1.03

(8) 6" RISERSSTONE STEPS

(8) 6" RISERSSTONE STEPS,4'x13" STONE

KEEP EXISTING GRADES @ ALL CURBS

PROPOSED TREE LOCATION, TYP

MOVABLE TABLE AND CHAIRSNOT IN SCOPE

P.A.

LIGHT COLUMN, TYPLIGMAN LIGHTING USAVANCOUVER SQUARE LIGHT COLUMN, INGROUND MOUNTMETALLIC SILVER FINISHUVA-200 H=14.7'

8" SLATE CHIPS BAND WITH METAL EDGING


FENCE, SEE ARCH

STONE WALL C

BIKE RACKS, TYPDERO HOOP RACKSCHEDULE 40 PIPESTAINLESS STEEL FINISHIN-GROUND MOUNT

STAINLESS STEEL HANDRAIL WITH LED LIGHT, TYP

GLASS RAIL, TYP

5L1.03

PRECAST CONCRETE PLANK PAVER BY STEPSTONESIZE: 3"X18"X4" COLOR: GRANADA WHITEFINISH: LIGHT SANDBLASTVEHICLE RATED

RECYCLED ON-SITE STONE PAVER. PAVERS SHALL BE CLEANED WITHOUT MORTAR, CHIP OR CRACK BEFORE INSTALLATION, TYP

EXISTING SIDEWALK TO REMAINRESTORE ANY DAMAGED OR BROKEN AREASCONTRACTOR FOLLOW ARCHITECT/LANDSCAPE ARCHITECT RECOMMENDATIONS BEFORE WORKEXISTING SIDEWALK TO REMAINRESTORE ANY DAMAGED OR BROKEN AREASCONTRACTOR FOLLOW ARCHITECT/LANDSCAPE ARCHITECT RECOMMENDATIONS BEFORE WORK

STANDARD 4" CONCRETE WALKLIGHT SANDBLAST FINISH

STAINLESS STEEL HANDRAIL WITH LED LIGHTS

16" STONE WALL D, ELBERTON GRANITE, HONED FINISH, WITH CAP STONE

GLASS RAILING SIDE MOUNTED ON STONE WALL


P.A. P.A.

FORSYTH ST NWEXISTING STREET TREES, TYP

STONE WALL B, ELBERTON GRANITE, HONED FINISHWITH ENTRY SIGN

STONE WALL BELBERTON GRANITE, HONED FINISH

STONE WALL AELBERTON GRANITE, HONED FINISHWITH ENTRY SIGN

GLASS RAIL WITH IN GROUND LIGHTS, TYP

DRAIN, SEE CIVIL, TYP

EXISTING SIDEWALK TO REMAINRESTORE ANY DAMAGED OR BROKEN AREASCONTRACTOR FOLLOW ARCHITECT/LANDSCAPE ARCHITECT RECOMMENDATIONS BEFORE WORK

EXISTING ART SCULPTURE TO REMAIN

(4) 6" RISERS STONE STEPS

STONE WALL A1

STAINLESS STEEL HANDRAIL WITH LED LIGHTS

MAIN ENTRY

PROPERTY LINE

EXISTING STREET LIGHTS, TYP

(10) 4 INTERLUX STEP UP LED INGROUND LINEAR LIGHTS 2"X24", TYP

3' - 6

"12

' - 0"

3' - 6

"12

' - 0"

3' - 6

"9'

- 5"

8' - 6

"

SAND BASE STRUCTURAL SOIL UNDERNEATHPAVER ON SAND SETTING BED IN THIS AREA

L1.042

Sim

3L1.04

Sim

L1.044

Sim

AREA DRAIN, TYP, SEE CIVIL

L1.045

Sim

6L1.03

7L1.03

POWER BOX ON STICK, TYP

DRAIN, TYP

ELECTRICAL RECEPTACLE ON WALL, SEE ELECTRICAL DRAWING, TYP

PERMALOC ALUMINUM EDGING, PERMASTRIP 3/16"X4", MILL FINISH

6" CONCRETE FLUSH CURB, TYP

PRECAST CONCRETE BAND, TYP

4" PEDESTRIAN SAFE TRENCH DRAIN, SEE CIVIL

TEAK WOOD TERRACE

4" STONE MULCH WHITE CRUSH STONE CHIPS 1/2" TO 2"

SS HANDRAIL WITH LED LIGHT, TYP

STORM DRAIN, SEE CIVIL, TYP

L1.048

Sim

L1.049

Sim

L1.041

Sim

BOOK DEPOSIT BOX ON WALL

EXISTING PAVER TO REMAIN

EXIS

TING

SIDE

WAL

K TO

REM

AIN

NEW

SID

EWAL

K

EXISTING SIDEWALK TO REMAINNEW SIDEWALK

EXIS

TING

SIDE

WAL

K TO

REM

AIN

NEW

SID

EWAL

K

STONE MULCH

BUILDING OVERHANG

PAVER STRIP

STAINLESS STEEL HANDRAIL, TYP

STAINLESS STEEL SECURITY BOLLARD8" DIA X 30" H WITH CONCRETE FILLINGROUND MOUNTBASIS OF DESIGN: SECURE USA SU-DS8

EXTEND EXISTING CONCRETE RETAINING WALL, SEE STRUCTURAL

1

A

1 2 3 4 5 6 7

A4.01

1

A

1 2 3 4 5 6 7

3L1.03

2L1.03

1L1.03

4L1.03

5L1.03

7' - 4

"12

' - 0"

3' - 6

"12

' - 0"

3' - 6

"5'

- 9"

8' - 5

"

9' - 6

"16' - 0"

CONTROL LINE CONTROL LINE

10' - 11" 9' - 1"20' - 0"

6"

11' - 0"

6L1.03

(1055.59)

(1056)

BS 1057.65

TS 1056.4

TS 1056.4

(1057)

BS 1053

1056.4

(1058.3)

1060.2(1058.8)

(BASEMENT FFE 1053.0)

DRAIN, TYP

CONCRETE SCORE LINE

7' - 10"

1' - 3"

4' - 11"

1056.4 1056.4

BS 1053

1053.51054.5

1' - 4" 5' - 4" 7' - 0"

ALIGN

5' - 0

"5'

- 0"

5' - 0" 5' - 0"

TS 1066.5

TC 1066.6

FS 1066.3

TC 1066.6TS 1066.82

FS 1066.98

TD 1066.0

7L1.03

1' - 6

"

8' - 0

"

15' - 0"

9' - 6

"

L1.045

Sim

3' - 6

" 3' - 6"

1' - 6

"

10' - 0" 3' - 6

"

4' - 0

"

4'-0".

4' - 0

" 8' - 7"

7' - 6

"

1' - 6

"

10' - 11"

2' - 0

"2'

- 0"

2' - 0

"2'

- 0"

12'-0

".3'

- 6"

2' - 6"

3' - 0

" 12' - 0"

3' - 0

"

2' - 3

"

10' - 0"

6' - 6

"

1' - 0

"

6' - 6

"

4' - 0"

2' - 0

"

1' - 4"

2' - 6

"

5' - 0"

7' - 0

"2'

- 0"

4' - 0"

6' - 0

"

4' - 9"

BS 1065.23

BS 1063.83

BS 1062.5

TS 1062.42TS 1066.5

TS 1062.42

BS 1062.5

BS 1059.57

CMU WALL BELOW

4' - 0"

(6) 6' RISERS STONE STEPS

L1.044

Sim

CENTER ON BAND

1056.4

7' - 5

" PRECAST PANEL JOINT CENTER LINE

AREA PLANTER BOX ON STRUCTURE, KEEP BOTTOM TOPPING SLAB SLOPE TOWARDS SOUTH-WEST CORNER AT 1%

WATER FLOW

AT BASE

PLANTER BASE 1063.33 PLANTER BASE 1064.04

PLANTER BASE 1064.2

PLANTER BASE 1063.85

PLANTER BASE 1063.6

PERFORATED PIPE CONNECT TO STORM DRAIN, SEE CIVIL

WATER FLOW

AT BASEWATER FLOW

AT BASE

WATER FLOW

AT BASE

1' - 0"

CL

TYP

EQEQ

EQEQ1' - 6"


©


Atlanta, GA 30303-1770(404) 237-2000

coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.


1

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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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NP

2013 COOPER CARRY


SCOPE DOCUMENTS




RALEIGH, NC 27603T: 919 755 1975F: 888 800 5946


FOR PRICING ONLY -

M:\2

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01/29/18

20170084Designer

Approver

Checker

Author

SOUTH PLAZA ENLARGEMENTPLAN



♦

PROJ

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ENLA

RGE M

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LAN


100% SD 02/23/201825% DD 03/23/201850% DD 05/04/2018

1 50% DD ADDENDUM 06/11/2018

SCALE: 1/8" = 1'-0"L1.021 SOUTH PLAZA HARDSCAPE PLAN

SCALE: 1/8" = 1'-0"L1.022 SOUTH PLAZA GRADING AND LAYOUT PLAN

NOTES:1. AT ALL DISTURBED PLAZA AREAS, PROVIDE NEW HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING TO FORM CONTINUOUS ENCLOSURE OF BELOW-GRADE PORTIONS OF BUILDING. AT PERIMETER OF DISTURBED AREA, PROVIDE WATERPROOF TRANSITION TO EXISTING WATERPROOFING. 2. SPOT ELEVATIONS ON THIS DRAWING ARE FOR REFERENCE ONLYREFER CIVIL PLAN FOR PLAZA GRADING.

3. NO STONE OR PAVER SHOULD BE CUT SMALLER THAN 2", ADJUST INGROUND LIGHTS LOCATION TO AVOID SMALL CUTS.4. CONTRACT SUBMIT SHOP DRAWINGS FOR ALL SITE WALLS AND PLANTERS

5' - 0"

TOP OF STONE WALL CAP

TOP OF CONCRETE WALL

3' - 6

"

5' - 1

"

10"

4"X8" CRL GLASS RAIL FITTING WITH BACK MOUNTING PLATEMODEL: RS0B20PS

3' - 0"1' - 0" EXISTING CONC WALL

4" CAP STONE

TOP OF CONC WALL

3/8" X8"X10" ANCHOR PLATE, GALVANIZED STEELWELD WITH GLASS FITTING PLATE

4"X8" CLR GLASS FITTING PLATE

HILTI CONCRETE ANCHOR BOLT 1/2"X4.5"

3.75".

3". 6".

3/4" MONOLITHIC TEMPERED GLASS RAILSIZE: 5'X4'-8"

CRL(BRAND) POLISHED STAINLESS 11 GAUGE CAP RAIL FOR 3/4" MONOLITHIC TEMPERED GLASS 120"MODEL: GRL107PS

1/2" TYPICAL BUTT JOINTS BETWEEN GLASS PANELS

MIN

3 3/4"

(6) 1/2" CONCRETE ANCHOR BOLT HOLES

1" STEEL BAR WELDED BETWEEN BASE PLATE AND FITTING PLATE

1".

6".

6".

4"X8" CLR FITTING PLATE

FROST GLASS AT LOWER PORTION OF THE RAILINGTOP OF FROSTED AREA TO BE 2" BELOW TOP OF STONE CAP

2"

2"X12" 22 GA S.S. FLASHING, HEMMED EDGE AT BOTTOM. SET IN BED OF SEALANT ON TOP OF WALL.

COMPOSITE SHEET WATER PROOFING LAPPED OVER S.S. FLASHING, HOLD EDGE 1/2" BACK FROM FACE OF CAP

DRAINAGE MAT ON COMPOSITE SHEET WATERPROOFING

HOT FLUID APPIED RUBBERIZED ASPHALT WATERPROFING WITH PROTECTION COURSE AND DRAINAGE MAT, EXTEND ACROSS TOP OF WALL, TERMINATE WATERPROOFING/PROTECTION COURSE ON TOP OF WALL, TERMINATE DRAINAGE MAT AT TOP IF WALL WITH MECHANICALLY FASTEN TERMINATION BAR

11

PRECAST CONCRETE PLANK PAVER BY STEPSTONE; VEHICLE RATED SIZE: 3"X18"X4" COLOR: GRANADA WHITEFINISH: LIGHT SANDBLAST

TREE TRUNK LOCATION

5' - 0"

3' - 6

"

6" 6"6" 6"6" 6"

GROUNDCOVER PLANTING AREA

6" 0" 6" 6" 1' - 0"

1063'

1063'-10"

1066'-3"

44" DIA ROOTBALL

ROOTBALL

APPROX. 3'-6"

4"

1"

PLANTING SOIL

+/- 26

"

EXISTING STRUCTURAL SLAB

TOPPING SLAB 4"-5", SLOPE TO DRAIN

CONT. DRAINAGE MAT/HOT APPLIED WATERPROOFING AND PROTECTION COURSE, SEE DETAIL 1

CONT. ROOT BARRIER AT PLANTING AREAROOT BARRIER

4" OPEN GRADED DRAINAGE STONE LAYER

+/- 2' COMPACTED SAND-BASED STRUCTURAL SOIL

FILTER FABRIC1" SAND SETTING BED

CMU WALL, SEE STRUCTURAL

DECK FRAME SLAB, SEE STRUCTURALDRAINAGE MAT ON PROTECTION COURSE ON HOT FLUID APPLIED RUBBERIZED ASPHALT WATER PROOFING

0.75" MORTAR SETTING BED3"X18"X2.5" PAVER

3"-6" TOPPING SLAB, SLOPE TO DRAIN

3"X18"X4" PAVER

STORM DRAIN PIPE, SEE CIVIL FOR DETAILS

+/- 2'

ROOTBALL DEADMAN ANCHOR SYSTEM SIT ON TOP OF TOPPNG SLABWWW.PLATIPUS.US.COM

CONTROL LINE CONTROL LINE

1

APPROX. 3'-6"

6" CONCRETE CURB

EXISTING STRUCTURAL SLAB

2" PAVER ON 1.25" MORTAR BED

CMU WALL, SEE STRUCTURAL

PLANTING SOIL

3"-6" TOPPING SLAB, SLOPE TO DRAINDRAINAGE MAT ON PROTECTION COURSE ON HOT FLUID APPLIED RUBBERIZED ASPHALT WATER PROOFING

STORM PIPE, SEE CIVIL

DECK FRAME WITH SLOPED TOPPING, SEE STRUCTURAL

.

TOP OF CONCRETE WALL 1066'-4"

1063'.

8"

4" STONE MULCH, SIZE 2"-3" SLATE CHIPS

PERMALOC ALUMINUM EDGING, PERMASTRIP 3/16"X4", MILL FINISH

WATER PROOFING

4" STONE CAP

ROOT BARRIER BETWEEN WATER PROOFING AND PROTECTION COURSESURFACE DRAIN

NEW WATER PROOFING SHOULD BE CONTINUOUS AND CONNECT WITH EXISITING WATER PROOFING UNDERNEATH

EXISTING WATER PROOFING

L1.041

Sim

WATER FLOW

5" DRAINAGE LAYER

ROOT BARRIER BETWEEN DRAINAGELAYER AND PLANTING SOIL

4" PERFORATED PIPE WRAP WITH FILTER FABRIC AND ROOT BARRIER, CONNECT TO STORM DRAIN

EXISTING CONCRETE WALL

1

CMU WALL, SEE STRUCTURAL DECK FRAME SLAB, SEE STRUCTURAL

DRAINAGE MAT ON PROTECTION COURSE ON HOT FLUID APPLIED RUBBERIZED ASPHALT WATER PROOFING

0.75" MORTAR SETTING BED3"X18"X2.5" PAVER

3"-6" TOPPING SLAB, SLOPE TO DRAIN

+/- 2'

3' - 6

"

GRANITE PAVERSPACE AND JOINTS MATCH EXISTING CONDITION

(REUSE EXISTING PAVER OR PROVIDE NEW PAVERS TO MATCH)PRECAST CONCRETE PLANK PAVER BY

STEPSTONE; VEHICLE RATED SIZE: 3"X18"X4" COLOR: GRANADA WHITE

FINISH: LIGHT SANDBLAST

2" GRANITE PAVER

1.25" MORTAR BED

CONCRETE FOOT FOR LIGHT BOLLARD, SEE

STRUCTURAL

V.I.F

.+/-

18"

COLUMN LIGHT, SEE PLAN EQ 1' - 9

"EQ

SECTION THROUGH PAVER SECTION THROUGH COLUMN LIGHTEXISTING STRUCTURAL SLAB

2' - 0

"

PRECAST CONCRETE BANDPRECAST CONCRETE PLANK PAVER BY STEPSTONE; VEHICLE RATED

SIZE: 3"X18"X4" COLOR: GRANADA WHITEFINISH: LIGHT SANDBLAST 6"

8'-0".

10"

10"

CONTINUOUS WATERPROOFING AROUND ANCHOR BOLT

SEE MANUFACTURE FOR INSTALLATION, EXTEND PAVER BELOW LIGHT COLUMN

SLOPE DECK FRAME AND TOPPING SLAB TO THE DRAIN, SEE STRUCTURAL AND CIVIL FOR GRADING

1

GRANITE PAVER ON MORTAR BED LINEAR LED LIGHTS BY INTERLUX, MODEL FSU 24" LONG, COLOR TEMPERATURE 3000KPRECAST CONCRETE PLANK PAVER BY STEPSTONE; VEHICLE RATED

SIZE: 3"X18"X4" COLOR: GRANADA WHITEFINISH: LIGHT SANDBLAST

GRAVEL BED FOR DRAINAGE (REQUIRED)

DRAINAGE MAT ON PROTECTION COURSE ON HOT FLUID APPLIED RUBBERIZED ASPHALT WATER PROOFINGSEE PLUMBING FOR CONNECTION

SLOPE DECK FRAME AND TOPPING SLAB, SEE STRUCTURAL AND CIVIL FOR GRADING

CONDUIT

WATERPROOF CAULK AROUND LIGHTS

4"

2"

1' - 0" 1' - 0"

TYP1' - 6"

6"6"

6"

2-STAGE DRAIN BODY, SEAL TO WATERPROOFING MEMBRANE, TYP

RISE

R6"

TREAD1' - 0"

L1.047

Sim

STONE WALL, TYP

1-1/2" STAINLESS STEEL HANDRAIL WITH LED LIGHTS

GLASS GUARDRAIL, TYP

STONE STEPS, TYP

EXPANSION JOINT

STONE PAVER ON CONCRETE BASE

1"

6"

3"

DECK FRAME SLAB, SEE STRUCTURAL

DRAINAGE MAT ON PROTECTION COURSE ON HOT FLUID APPLIED RUBBERIZED

ASPHALT WATERPROOFING

1' - 7"

LED HANDRAIL LIGHTS

L1.047

Sim

12".

3' - 0

"

3'-0".

3' - 0

"

FILL, SEE STRUCTURAL 1

1' - 0

"

2" DIA COREDRILL HOLE12" DEEP THROUGH GRANITE TREAD AND

CONCRETE FOOTING FILL VOID WITH NON-SHRINK EPOXY GROUT

AND SEALANT

6"

3"

#4 SS DOWEL 2' MAX SPACING MAINTAIN 9"

SPACING MINIMUM FROM EDGE OF STAIR CONCRETE

2% WASH

1/2" RADIUS, TYP

ELBERTON GRANITE STAIR THERMAL FINISH, TYP

MIN 1" MORTAR SETTING BED, TYP

GRANITE STAIR MOUNTING DETAIL HANDRAIL AT GRANITE STAIR

MIN1' - 1"

1' - 0"

REUSE EXISTING STAIR OR PROVIDE NEW STAIR TO MATCH DETAILCONTRACTOR RESPONSIBLE FOR QTY CALCULATION

GRANITE CAP, 4" DEPTH (ACTUAL)20" WIDTH(ACTUAL)X30" LENGHT (NOMINAL SIZE-CL OF JOINT TO CL OF JOINT)THERMAL FINISH SET ON 1/2" MORTAR SETTING BED4"L1.04

1Sim

CONCRETE BASE FOR STONE STEPS

3" DEPTH DIMENSIONAL STONE 10"X30" (NOMINAL SIZE) CLADDING SET IN 1" MORTAR SETTING

WITH MASONRY ANCHORS, PROVIDE (2) ANCHORS PER STONE POSITIONED 9" FROM

ENDS ON ALTERNATING HORIZONTAL COURSES OF STONE

3' - 6

"

1' - 0"

12" CONCRETE WALL, SEE STRUCTURAL FOR DETAILS

1/2" EXPANSION JOINT

1' - 8"

3"

WATERPROOFING MEMBRANE

WATERPROOFING MEMBRANE

1

1

GRANITE CAP, 4" DEPTH (ACTUAL)20" WIDTH(ACTUAL)X30" LENGHT (NOMINAL SIZE-CL OF JOINT TO CL OF JOINT)THERMAL FINISH SET ON 1/2" MORTAR SETTING BED

4"L1.041

SimPLANTING AREA

3" DEPTH DIMENSIONAL STONE 10"X30" (NOMINAL SIZE) CLADDING SET IN 1" MORTAR SETTING

WITH MASONRY ANCHORS, PROVIDE (2) ANCHORS PER STONE POSITIONED 9" FROM

ENDS ON ALTERNATING HORIZONTAL COURSES OF STONE

3' - 6

"

1' - 0"

12" CONCRETE WALL, SEE STRUCTURAL FOR DETAILS

1' - 4"

FILTER FABRIC

ALUMINUM EDGING

8"

2"X12" 22 GA S.S. FLASHING, HEMMED EDGE AT BOTTOM. SET IN BED OF SEALANT ON TOP OF WALL.

HOT FLUID APPIED RUBBERIZED ASPHALT WATERPROFING WITH PROTECTION COURSE AND DRAINAGE MAT, EXTEND ACROSS TOP OF WALL, TERMINATE WATERPROOFING/PROTECTION COURSE ON TOP OF WALL, TERMINATE DRAINAGE MAT AT TOP IF WALL WITH MECHANICALLY FASTEN TERMINATION BAR

1


©


Atlanta, GA 30303-1770(404) 237-2000

coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.


1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

BC

DE

FG

HJ

KL

MN

P

AB

CD

EF

GH

JK

LM

NP

2013 COOPER CARRY


SCOPE DOCUMENTS




RALEIGH, NC 27603T: 919 755 1975F: 888 800 5946


FOR PRICING ONLY -

M:\2

017\

2017

0084

\d-7

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gs\d

-7-1

revi

t\use

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rv17

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LS-C

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201

8042

7_co

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.rvt

6/1 1

/201

8 3:

13: 0

1 PM

L1.04

04/09/18

20170084Designer

Approver

Checker

Author

SITE DETAILS



♦

PROJ

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R : 20

1700

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O JEC

T NA M

E: C

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(L011

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R: L1

.04 -

SITE

DET

AILS


50% DD 05/04/20181 50% DD ADDENDUM 06/11/2018

SCALE: 1/2" = 1'-0"L1.041 GLASS RAIL DETAIL WITH LED CAP RAIL

SCALE: 1/2" = 1'-0"L1.042 PAVER AT TREE

SCALE: 1/2" = 1'-0"L1.043 SECTION AT PLANTER

SCALE: 1/2" = 1'-0"L1.044 PAVER AT PLAZA

SCALE: 1 1/2" = 1'-0"L1.045 INGROUND LIGHT AT PLAZA

SCALE: 3/4" = 1'-0"L1.046 STONE STEPS

SCALE: 1" = 1'-0"L1.047 STAIR DETAIL ENLARGEMENT

SCALE: 3/4" = 1'-0"L1.048 STONE WALL C 20"

SCALE: 3/4" = 1'-0"L1.049 STONE WALL B SECTION

NOTE:AT ALL DISTURBED PLAZA AREAS, PROVIDE NEW HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING TO FORM CONTINUOUS ENCLOSURE OF BELOW-GRADE PORTIONS OF BUILDING. AT PERIMETER OF DISTURBED AREA, PROVIDE WATERPROOF TRANSITION TO EXISTING WATERPROOFING.