Solicitation Amendment 47PF0021R0082_0002.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

INSTRUCTIONS (Back Page):

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contracting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries:

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document.

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

Description of Modification Continuation Page

A-1-1 A-1-2 A-1-6 A-4-1 A-4-2 A-5-2 Turf Factory Direct Product Data â New addition that wasn't originally part of the 100% CDs Proposal due date is July 8, 2021 at 4:00 PM CST.

47PF0021R0082/0002

RAMP RFI’S 47PF0021R0082

1. Drawing A-1-1 identifies the time of work to be 7 AM - 6:30 PM unless noisy. The specifications Work Restrictions, Part 1 General, 1.3 Work Hours states work hours are to be 6PM to 6 AM. Please clarify. Drawing A-1-1 will be modified to state work must be completed from 6pm to 6am. Refer to Addendum 001.

2. The drawings identify areas such as the ceilings and walls in the basement and the retaining walls on the ramp to match the existing paint. Is the intent that all areas paint colors match so patches are not identifiable? Sun bleaching and dirt staining will make matching the color uniformly across the entire length of the retaining wall and other areas difficult. Has there been consideration to paint the walls and ceilings in their entirety in those work areas? The intent is to match the existing, adjacent paint.

3. A-1-6 at column line F and above column line 14 shows a note " EX Plaza Conc. Retaining (no work) and just below to the right of that note shows the scope of work is beyond that area.

Also between column lines D & F and above 14 is the same note within the arrows of the scope of work. Please clarify. Drawing A-1-1 will be modified to address the leaders. Contractor to follow elevation 3/A-4-1 for south wall. Refer to Addendum 001.

4. A-1-6 at column line 13 between A and L is the scope for the water proof membrane and wall repair. There is a significant number of bushes that will have to be removed in order to excavate and repair the waterproofing per plan. There are large trees that have root systems that may be impacted too. Please clarify how these items are to be addressed. Several trees and bushes are noted on the revised drawing A-1-1. Refer to Addendum 001.

5. Note nine under WALL / RAMP REPAIR KEY NOTES on Sheet A-1-6 states “EXISTING

SHED SHALL BE TEMPORARILY RELOCATED DURING CONSTRUCTION, COORDINATE

WITH C.O.S. BUILDING MANAGER”. The two existing sheds to be “TEMPORARILY RELOCATED DURING CONSTRUCTION” are in such condition that relocation efforts will likely be deleterious to the aesthetic and structural aspects of the structures. How should Offerors treat this remove and reinstall note considering the sheds existing conditions? This is a Means and Methods issue. Contractors need to account for moving the Shed structures, storing on site per GSA property manager and re-installing them at their existing locations after retaining wall repairs are complete. Repairs may need to be made to sheds due to moving and reinstalling. Contractor is responsible to protect sheds during relocation, storage and re-installation.

6. Have all Sprinkler System Modifications/Repairs been removed removed from the scope of work for this contract?

Correct. All sprinkler work has been removed from the scope. Refer to Addendum 001.

7. If Sprinkler System Modifications/Repairs have NOT been removed from the scope of work for this contract: Section 211315 provides extensive detail on existing Sprinkler System

Modifications. Drawing sheet A-1-1 Sub-basement Demo Notes 7G, 8E, 9B, and 11C call for

“CONTRACTOR SHALL REPLACE ALL EXISTING DAMAGED SPRINKLER HEADS IN EX.

RAMP GARAGE AREA. CONTRACTOR SHALL CLEAN ALL EXISTING SPRINKLER SUPPLY

LINES AND PAINT RED (TO MATCH EXISTING) WITH RUST INHIBITOR PAINT. CONTR.

SHALL INSPECT ALL EXISTING SPRINKLER SUPPLY LINES AND REPLACE DAMAGED

LINES AS NEEDED”. Can you provide Offerors clarification on scope and extent of work for the modifications/repairs in these areas?

N/A. Sprinkler work has been removed from scope. Refer to Addendum 001.

8. The extent of excavation shown on Drawing Sheet A-5-2 Detail 3 will require removal of existing trees, shrubs, and other vegetation. Will Offerors be required to temporarily relocate, preserve, and re-plant this vegetation or is disposal acceptable? See response to RFI #4

9. Can you identify a material and equipment staging area for offeror use? 6. Is there accessible water available for Offeror use? There is a hose bib on the playground and there are hose bibs just inside the garage entrance. There is no source of water outside on the dock.

10. If available, where is accessible water access point? See response to RFI #9

11. Is there a designated area for Offeror’s dumpster? There are two dock spaces dedicated for dumpster use that can hold a 40yd unit. Typically one can be provided for a project.

However for this work there may be cause to place a dumpster elsewhere that the offerer may have to determine. If a lane of traffic is closed on the ramp a dumpster may be able to be placed at the end of that closed lane. Or due to difficulties with loading while the ramp is under construction you may want to try and place the dumpster at street level.

12. Where is the designated area for Offeror’s dumpster? See response to RFI #11

13. What size area will be provided for Offeror’s dumpster? See response to RFI #11

14 Will space be designated for Offeror’s sanitary facilities? Because of our security procedures any time you come off the dock into the building you would have to pass through security. We would recommend you supply portable toilets for the work crews so they can stay outside.

15. When is the intended award date? September 30, 2021

16. Has door removal/replacement been removed from the scope of work for this contract?

Correct. All door removal/replacement work has been removed from the scope. Refer to Addendum 001.

17. Note #5 on A-4-1, points to the Vertical Control Joint, are all the control joints to be removed and replaced or only the ones noted?Remove and replace all vertical control joints. Refer to Addendum 001.

18. Note # 4 is shown on the South Elevation (A-4-2) not on North Elevation (A-4-1), however there is a sidewalk shown on the North Elevation, does it have the sealant removed and replaced on it, also?

Sealant will also be replaced on sidewalk north of the south retaining wall. Refer to Addendum 001.

19. For clarification, the only area that gets painted is the approx.. area of 9’x7’ Note # 8. Not the entire wall? Yes, refer to RFI #2 response.

20. What is the anticipated start date for this project? As stated in RFP, construction to begin Spring

2022.

21. 4/A-5-2 “Metal Counterflashing by others” ? does this mean that the flashing is supplied by someone other than the Membrane Manufacturer and still installed by the contractor or is this not part of this contract? Remove the note “by others” on Detail 4/A-5-2 The metal counterflashing is required under this contract. See Addendum 001.

959 W Market Street Akron, Ohio 44313

o. 330.564.6755 e. reederarchitects@gmail.com w. facebook.com/ReederArchitects

The above mentioned project has been altered; please see list below and attached documents.

ITEM NO. 1: Sprinkler work has been removed from the project

Any reference to sprinkler work has been removed from this project. Keynotes removed include: 7G, 8E, 9B and 11C on A-1-1. Specification section 211315 can be disregarded.

ITEM NO. 2: Door 01 has been removed from the project

Door 01 was recently replaced as part of a separate project. Keynotes removed include: 7D, 8C, 8D on A-1-1, as well as references to the work on 2/A-1-2 and 4/A-1-2.

Specification sections 081113 and 087100 can be disregarded.

ITEM NO. 3: Work hours

Work hours have been clarified to be between 6:00p – 6:00a, M-F.

ITEM NO. 4: Added joint sealants

Joint sealants have been added to and clarified, see revised A-4-1 and A-4-2.

ITEM NO. 5: Revised concrete slab details

Concrete slab and wall section details have been revised to include more detail, see A-5-2 as well as attached cut sheet for the existing artificial turf.

ITEM NO. 6: Removal of trees and bushes

Several trees and bushes are shown to be removed; see A-6-1.

END OF ADDENDUM NO. 001

ADDENDUM NO. 001

25 June 2021

RE: 17003 – AJC Ramp Repair Water Infiltration Repairs

1240 E 9th Street Cleveland, Ohio 44199

TO: Chris Clayton

Project Manager, Ohio Project Management Branch GSA/PBS Southern Service Center Operations Division Great Lakes Region (5); PBS 201 Superior Ave., Suite 450

Cleveland, Ohio 44114

EXISTING

SUB-BASEMENT GARAGE

(NO WORK)

7A 9A

EXISTING

SUB-BASEMENT

(NO WORK)

EXISTING

DIESEL STORAGE ROOM

EXISTING DFAS

STORAGE AREA

EXISTING DFAS

STORAGE ROOM

AREA SEVEN

REPAIR WORK

AREA NINE

REPAIR WORK

EXISTING CONC. WALL (TYP.)

EXISTING CONC. WALL (TYP.)

EXISTING SIDEWALK

TO REMAIN

EXISTING RAMP UP

UP

EXISTING

STAIRS

(NO WORK)

EXISTING

BOILER ROOM

UNEXCAVATED

17'-8 1/2"

'-9

/2

EXISTING TRANSFER WALL

DUCT & VENT IS TO REMAIN

'-6

66'-1"

AREA SEVEN REPAIR WORK

SHADED AREAS DENOTES

EXTENT OF NEW CEILING

REPAIR WORK ABOVE.

REFER TO KEY NOTES FOR

DETAILED INFORMATION.

EXISTING TRENCH

DRAIN ABOVE

(SHOWN DASHED)

SEE 1,2/A-1-3 FOR

MORE INFORMATION

EX. CONC. BEAM ABOVE

TO REMAINEX. BEAM

ABOVE

EX. BEAM

ABOVE

EX. BEAM

ABOVE

EX. TRENCH DRAIN

TO REMAIN (NO WORK)

EX. CONC. BEAM ABOVE

EXISTING SIDEWALK

TO REMAIN

8B

8B7C

EXISTING SIDEWALK

TO REMAIN

10C

EX. CONC. BEAM ABOVE

A-1-2

EX. 3'-0"x3'-0" WAFFLE SLAB

ABOVE (SHOWN DASHED).

A-1-2

EX.

EXISTING HOLLOW METAL

DOOR & FRAME TO REMAIN

8A

EXISTING

DFAS STORAGE ROOM

(NO WORK)

11B

AREA ELEVEN

CEILING REPAIR WORK

EXISTING

SUB-BASEMENT GARAGE

11A

AREA TEN

CEILING REPAIR WORK

10A

AREA EIGHT

CEILING REPAIR WORK

EX. BEAM

ABOVE

EXISTING RAMP DOWN

TO REMAIN

7E

7E

7E

7A

7B

7C 10C

10B

10C

7C

EXISTING 12" CONC.

RETAINING WALL

7F EX. FUEL TANK TO REMAIN

EX.

RAMP

EXISTING WALL DUCT

TO REMAIN

7G

OPEN

GENERAL NOTES

STRUCTURAL SLAB INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO SOUNDING, CORE DRILLING OR

OTHER DESTRUCTIVE TESTING METHODS AS DETERMINED BY GSA.

CONTRACTOR SHALL COORDINATE WITH GSA, PHASING THE CONSTRUCTION TO MAINTAIN TRAFFIC AND

ACCESS TO RAMP AND PARKING GARAGE AT ALL TIMES.

ALL CONSTRUCTION SHALL BE COMPLETE TO MATCH EXISTING SURFACES SUCH AS CONCRETE FINISH, SEAL, TRAFFIC PAINT, AND AESTHETIC PAINTED SURFACES.

NOTE TO DESIGN TEAM: ADDITIONAL SLAB SECTIONS MAY NEED TO BE REMOVED FOR ADDITIONAL REPAIRS -

THIS WILL BE DETERMINED BY GSA AFTER INSPECTIONS AND CONSTRUCTION HAS STARTED.

1.

2.

3.

4.

SCOPE OF WORK

LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND REPORT ANY DISCREPANCIES TO THE GSA COR & A/E FR.

ALL DIMENSIONS APPROXIMATE AND SHOULD BE VERIFIED ON SITE BEFORE CONSTRUCTION BEGINS.

ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES MUST BE MET BY ALL CONTRACTORS WHETHER SPECIFIED

AND DETAILED IN THE DRAWINGS OR NOT.

ALL WORK TO CONFORM WITH MANUFACTURERS INSTALLATION REQUIREMENTS. ALL CONTRACTORS MUST PROVIDE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR ALL MATERIALS AND EQUIPMENT SUPPLIED

FOR APPROVAL PRIOR TO INSTALLATION.

ALL CONTRACTORS SHALL SUBMIT ALL WARRANTIES, GUARANTEES, OPERATING MANUALS AND CARE AND

MAINTENANCE MANUALS TO THE GSA COR.

ALL CONTRACTORS SHALL SUPPLY SHOP DRAWINGS, AS-BUILT DRAWINGS, ENGINEERING DRAWINGS, PERMIT AND INSPECTION CERTIFICATES, AS THEY APPLY, TO THE GSA COR & A/E FR PRIOR TO FINAL PAYMENT.

THE CONTRACTOR SHALL FURNISH ALL NECESSARY SHORING AND BRACING REQUIRED TO PROPERLY COMPLETE

THE WORK.

REMOVE CONSTRUCTION DEBRIS FROM THE SITE ON A DAILY BASIS.

HOLD OPERATIONS AND NOTIFY COTR MEMBERS IMMEDIATELY IF SAFETY OR INTEGRITY OF STRUCTURE APPEARS TO BE ENDANGERED. PROPERLY BRACE AND SHORE STRUCTURAL ELEMENTS BEFORE RESUMING WORK.

CONTRACTOR SHALL PROVIDE TO GSA DISPOSAL/RECYCLING & REPORTS.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL TEMPORARY SHORING AND

BRACING AS REQUIRED TO COMPLETE THIS WORK AND ENSURE THE STABILITY AND INTEGRITY OF THE OVERALL STRUCTURE AND ITS INDIVIDUAL COMPONENTS DURING THE ENTIRE CONSTRUCTION

PERIOD.

2. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR TEMPORARY SHORING RESHORING AND BRACING WHICH SHALL BE DESIGNED AND PREPARED UNDER THE SUPERVISION OF A REGISTERED

STRUCTURAL PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF OHIO.

3. TEMPORARY SHORING AND BRACING SHALL BE MONITORED AND MAINTAINED BY THE CONTRACTOR

DURING THE ENTIRE CONSTRUCTION PERIOD.

4. REMOVE BRACING AND SHORING ONLY AFTER THE COMPLETION OF ALL REQUIRED REPAIR

PROCEDURES.

TEMPORARY SHORING AND BRACING

SUB BASEMENT DEMOLITION KEY NOTES

DEMOLITION NOTES

7A

7C

9A

CONTRACTOR SHALL COORDINATE WITH STRUCTURAL SLAB AND DRAIN REPAIRS ABOVE.

INSPECT PREVIOUSLY REPAIRED CEILING AND STRUCTURAL REPAIRED SURFACES IN DFAS

STORAGE AREA. CONTRACTOR SHALL USE SOUNDING EQUIPMENT AS NEEDED TO DETERMINE

ANY EXISTING DAMAGED CONCRETE STRUCTURE AREAS ABOVE AS NEEDED.

CONTRACTOR SHALL COORDINATE WITH STRUCTURAL SLAB AND DRAIN REPAIRS ABOVE. REPAIR

UNDERSIDE OF CONCRETE STRUCTURE AND PROVIDE (2) NEW FLOOR DRAINS AND REUSE EXISTING STORM WATER PIPING IF POSSIBLE. PLUMBING CONTR. SHALL TEST ALL EXISTING STORM WATER PIPING FOR LEAKS. ALL EXISTING CEILING SURFACES IN THIS AREA SHALL BE SCRAPED CLEAN AND

ALL SURFACES WILL BE PAINTED TO MATCH EXISTING ADJACENT SURFACES.

CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING DAMAGED VERTICAL CONCRETE WALL

SURFACES (SHOWN SHADED) ALONG COLUMN LINE 'G'. CONTRACTOR SHALL PAINT ALL EXISTING CONCRETE WALL SURFACES TO MATCH EXISTING PAINT COLORS. CONTR. TO COORDINATE FINAL PAINT COLOR SELECTIONS WITH GSA COR & A/E FR. SEE EXTERIOR PAINTING SPECIFICATION

SECTION #099113 FOR MORE INFORMATION.

7B

CONTRACTOR SHALL INSPECT AND REPAIR ALL DAMAGED REINFORCED CONCRETE WAFFLE

SLABS ABOVE IN EX. SUB-BASEMENT DFAS STORAGE ROOM. ALL EXISTING DAMAGED

WAFFLE SLABS WILL NEED TO BE CUT OUT AND REPLACED FROM THE SUB BASEMENT LEVEL.

COORDINATE FINDINGS WITH GSA COR & A/E FR. NOTE: THIS EXISTING WAFFLE SLAB AREA

HAS ALREADY BEEN REPAIRED PREVIOUSLY WITH EPOXY CRACK INJECTIONS.

10A

10B

8D

8C

8B

CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING DAMAGED VERTICAL CONCRETE WALL

SURFACES (SHOWN SHADED) ALONG COLUMN LINE 'G'. CONTRACTOR SHALL PAINT ALL EXISTING CONCRETE WALL SURFACES TO MATCH EXISTING PAINT COLORS. CONTR. TO COORDINATE FINAL PAINT COLOR SELECTIONS WITH GSA COR & A/E FR. SEE EXTERIOR PAINTING SPECIFICATION

SECTION #099113 FOR MORE INFORMATION.

10C

CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING DAMAGED VERTICAL CONCRETE WALL

SURFACES (SHOWN SHADED) ALONG COLUMN LINE 'G'. CONTRACTOR SHALL PAINT RED (TO

MATCH EXISTING) ALL EXISTING CONCRETE WALL SURFACES TO MATCH EXISTING PAINT

COLORS. CONTR. TO COORDINATE FINAL PAINT COLOR SELECTIONS WITH GSA COR & A/E FR.

SEE EXTERIOR PAINTING SPECIFICATION SECTION #099113 FOR MORE INFORMATION.

8A

CONTRACTOR SHALL COORDINATE WITH STRUCTURAL SLAB AND DRAIN REPAIRS ABOVE. REPAIR

UNDERSIDE OF CONCRETE STRUCTURE AND DRAIN PIPING. ALL EXISTING CEILING SURFACES IN

THIS AREA SHALL BE SCRAPED CLEAN AND ALL SURFACES WILL BE PAINTED

TO MATCH EXISTING ADJACENT SURFACES.

CONTRACTOR SHALL INSPECT AND REPAIR ALL DAMAGED REINFORCED CONCRETE WAFFLE

SLABS ABOVE IN EX. SUB-BASEMENT. ALL EXISTING DAMAGED WAFFLE SLABS WILL NEED TO

BE CUT OUT AND REPLACED FROM THE SUB BASEMENT LEVEL. COORDINATE FINDINGS WITH

GSA COR & A/E FR. SEE SPECIFICATION SECTION 037310 CONCRETE REPAIR AND

RESTORATION. SEE SIMILAR DETAIL 10/A-5-1 FOR MORE INFORMATION.

CONTRACTOR SHALL INSPECT AND REPAIR ALL DAMAGED REINFORCED CONCRETE WAFFLE

SLABS ABOVE IN EX. SUB-BASEMENT DFAS STORAGE ROOM. ALL EXISTING DAMAGED WAFFLE

SLABS WILL NEED TO BE CUT OUT AND REPLACED FROM THE SUB BASEMENT LEVEL.

COORDINATE FINDINGS WITH GSA COR & A/E FR. SEE SPECIFICATION SECTION 037310

CONCRETE REPAIR AND RESTORATION. SEE SIMILAR DETAIL 10/A-5-1 FOR MORE INFORMATION.

7D

7E

CONTRACTOR SHALL COORDINATE WITH STRUCTURAL SLAB AND DRAIN REPAIRS ABOVE. REPAIR

UNDERSIDE OF CONCRETE STRUCTURE AND PROVIDE (1) NEW ZURN #Z890 BI-LEVEL TRENCH DRAIN (OR EQUAL) AND REUSE EXISTING STORM WATER PIPING IF POSSIBLE. PLUMBING CONTR. SHALL

TEST ALL EXISTING STORM WATER PIPING FOR LEAKS. (SEE REPAIR WORK AREAS #1 & #2).

CONTRACTOR SHALL CLEAN UNDERSIDE OF EXISTING CONCRETE SURFACES AT TRENCH DRAIN

LOCATION OF LOOSE PAINT AND PROVIDE NEW COAT OF PAINT TO MATCH EXISTING ADJACENT

SURFACES.

7F

CONTRACTOR SHALL REMOVE EXISTING FIRE EXTINGUISHER AND REINSTALL ONCE

CONCRETE WALL PATCH, REPAIR AND PAINTING WORK IS COMPLETED.

CONTRACTOR SHALL INSPECT AND REPAIR ALL DAMAGED REINFORCED CONCRETE WAFFLE SLABS

ABOVE IN EX. SUB-BASEMENT RAMP GARAGE AREA. ALL EXISTING DAMAGED WAFFLE SLABS WILL

NEED TO BE CUT OUT AND REPLACED FROM THE SUB BASEMENT LEVEL. COORDINATE FINDINGS

WITH GSA COR & A/E FR. SEE SPECIFICATION SECTION 037310 CONCRETE REPAIR AND

RESTORATION. SEE SIMILAR DETAIL 10/A-5-1 FOR MORE INFORMATION.

11A

11B

11C

(REMOVED)7G

8E

9B

CONTRACTOR REMOVE ALL DAMAGED REINFORCED CONCRETE WAFFLE SLABS ABOVE IN EX.

SUB-BASEMENT RAMP GARAGE AREA (SHOWN SHADED). ALL EXISTING DAMAGED WAFFLE SLABS

WILL NEED TO BE CUT OUT AND REPLACED FROM THE SUB BASEMENT LEVEL. COORDINATE

FINDINGS WITH GSA COR & A/E FR. SEE SPECIFICATION SECTION 037310 CONCRETE REPAIR AND

RESTORATION. SEE SIMILAR DETAIL 10/A-5-1 FOR MORE INFORMATION.

(REMOVED)

(REMOVED)

(REMOVED)

(REMOVED)

(REMOVED)

(REMOVED)

LAKESIDE AVE.

E.

S T.

E.

S T.

RAMP DOWN

CONSTRUCTION PHASING NOTES

THE CONSTRUCTION WORK SHALL BE CONDUCTED

DURING THE FOLLOWING HOURS: 6:00PM - 6:00AM

MONDAY - FRIDAY. THE CONTRACTOR SHALL SUBMIT

A PROPOSED WORK SCHEDULE WITH DETAILED

PHASING TO GSA FOR APPROVAL. SEE PHASING ON

DRAWINGS A-1-3 AND A-1-4.

BEFORE PROCEEDING WITH ANY PART OF THE WORK,

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS &

CONDITIONS.

REMOVE PORTIONS OF EXISTING CONSTRUCTION

SHOWN DASHED ON DEMOLITION PLAN IN A NEAT &

SYSTEMATIC MANNER TO ALLOW FOR PROPER FIT &

INSTALLATION OF SUBSEQUENT WORK.

PROTECT SURROUNDING WORK AREAS & ALL

EXISTING FINISHES TO REMAIN FROM DAMAGE

DURING DEMOLITION AND ACCEPTED INDUSTRY

STANDARD PRACTICES. PREPARE ALL SURFACES TO

RECEIVE NEW CONSTRUCTION AND/OR FINISHES PER

THE DRAWINGS.

ALL DEMOLITION DEBRIS/MATERIAL TO BE REMOVED

AND DISPOSED OF LEGALLY OFF SITE, SEE SPEC

SECTION 017419.

DEMOLITION NOTES

1.

2.

3.

4.

31 AUGUST 2020

OHIO 44199

A.J. CELEBREZZE FEDERAL BLDG.

RAMP AREA WATER INFILTRATION REPAIRS

ROH11046

1240 E. NINTH STREET

OHO192ZZ

CLEVELAND,

CHERYL CRAIGO

100% CONSTRUCTION DOCUMENTS

JDJ BSR

AS NOTED

SEQUENCESHEET TYPEDISCIPLINE

DATE

NAME

ADDRESS

BLDG. NUMBER

DESCRIPTION

PROJ. NUMBER

DRAWN BY

TITLE

TYPE

NUMBER

PR

O

JE

C

T D

R A W

IN

G

B U

IL

D

IN

G

SCALE

CKD. BY

STREET

CITY STATE

NO. REVISION DATE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

PROPERTY OF THE UNITED STATES GOVERNMENT

DO NOT REMOVE THIS NOTICE

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED

USERS IS PROHIBITED.

C

ER

TI

FI

C A

TI

O N S

GENERAL SERVICES ADMINISTRATION

Chicago, IL 60604-1696 230 South Dearborn Street Great Lakes Region

SHEET OF

GSA PM

SUBMISSION

G R A

PH

IC

S

C A

LE

8/31/2020

FOR OFFICIAL USE ONLY

SCALE: 1/8" = 1'-0"

EXISTING SUB-BASEMENT / GARAGE PLAN

A-1-1

ED F G H J K/2 L

K

EXISTING SUB-BASEMENT GARAGE PLAN

1 1

ARCHITECTURAL

2 11

A

SCALE: 1" = 10'-0"

KEY SITE PLAN

JAMB DETAIL

SCALE: 1" = 1'-0"

HEAD DETAIL

SCALE: 1" = 1'-0"

A-1-1

A-1-1

SCALE: SEE SHEET

SUB-BASEMENT

WORK

AREA OF

A.J. CELEBREZZE

BUILDING

ADDENDUM 0011 7-25-2021

(REMOVED)

(REMOVED)

(REMOVED)

(REMOVED)

1 1

AutoCAD SHX Text

REEDER ARCHITECTS, INC.

AutoCAD SHX Text

230 SOUTH DEARBORN ST.

AutoCAD SHX Text

GENERAL SERVICES ADMINISTRATION

AutoCAD SHX Text

959 WEST MARKET STREET AKRON, OH 44313

AutoCAD SHX Text

CHICAGO, IL 60604-1503

EXISTING CONC. WALL (TYP.)

EXISTING

SIDEWALK

EXISTING SECURITY

FENCE TO REMAIN

(NO WORK)

EXISTING

LOADING DOCK

TRUCK PARKING AREA

(NO WORK)

EX.

GUARD

EXISTING

BUILDING LINE ABOVE

EXISTING TRENCH

DRAIN TO REMAIN

(NO WORK)

EXISTING CONTROL

JOINTS (TYP.)

EX. C.J.

EX. C.J.

EX. C.J.

EX. C.J.

EX. C.J. EX. C.J.

EX. C.J.

EX.

DRAIN

EX.

DRAIN

EX

IS

TI

N G

S

TR

U C

TU

R A L

EX

PA

N S

IO

N J

O

IN

T B

EL

O W

AREA

ONE

AREA

TWO

EXISTING HANDRAIL

TO BE REMOVED, CLEANED,

PAINTED AND REINSTALLED

AREA

SIX

EXISTING

STAIRS

(NO WORK)

EXISTING

BASEMENT GARAGE

(NO WORK)

SHADED AREAS DENOTES

EXTENT OF NEW WORK.

SEE DETAIL 2/A-1-3

FOR SLAB REPAIR WORK

IN AREA #2

EXISTING CONTROL

JOINTS (TYP.)

EXISTING

BASEMENT GARAGE

(NO WORK)

EXISTING

BASEMENT GARAGE

(NO WORK)

EXISTING

SIDEWALK

EXISTING CURB EXISTING CURB

EXISTING CONC. WALL (TYP.)

(NO WORK)

THIS AREA

(NO WORK)

THIS AREA

EXISTING RAMP UPEXISTING RAMP UP

EA

S T th

S

TR

EE

T

TO

R

.O .W

ELECT. CLOSET

B-47

DN

OPEN TO ABOVE

GARAGE INGARAGE OUT

A-1-2

SHADED AREAS DENOTES EXTENT

OF NEW WORK. SEE DETAIL 1/A-1-3

FOR SLAB REPAIR WORK IN AREA #ONE

SHADED AREAS DENOTES

EXTENT OF NEW WORK.

SEE DETAIL 2/A-1-4

FOR SLAB REPAIR WORK

IN AREA #FIVE

SHADED AREAS DENOTES EXTENT OF

NEW WORK. SEE DETAIL 1/A-1-4

FOR SLAB REPAIR WORK IN AREA #4

AREA FOUR AREA FIVE

AREA FOUR

AREA THREE

SHADED AREAS

DENOTES EXTENT OF

NEW WORK. SEE

DETAIL 3/A-1-4 FOR

SLAB REPAIR WORK IN

AREA #SIX

EX. C.J.EX. C.J. EX. C.J. EX. C.J. EX. C.J. EX. C.J.

EXISTING CONC.

RETAINING WALL

EX. C.J.EX. C.J. EX. C.J.

EX. C.J.

EX

C .J

EXISTING CURBEXISTING CURB

EX. C.J.

EX

C .J

EX

C .J

EX

C .J

EX

C .J

EX

C .J

EX

C .J

EX. C.J.

EXISTING CURB

EXISTING

SIDEWALK TO

REMAIN

(NO WORK)

A-1-2

EXISTING SPEED

BUMP TO REMAIN

EXISTING STRUCTURAL EXPANSION JOINT BELOW

EXISTING CONTROL

JOINTS (TYP.)

SHADED AREAS DENOTES EXTENT

OF NEW WORK. SEE DETAIL 3/A-1-3

FOR SLAB REPAIR WORK IN AREA #THREE

EXISTING PIPE BOLLARD

EXISTING PIPE BOLLARD TO BE

REMOVE AND REINSTALL AS REQUIRED.

EX. RAMP CONC.

PAVING TO REMAIN

EX. RAMP CONC.

PAVING TO REMAIN EXISTING

EL.636.83'±

TOP OF PAVING

LAKESIDE AVE.

E.

S T.

E.

S T.

RAMP DOWN

F G

EXISTING RAMP OPENING

TO SUB-BASEMENT GARAGE

(NO WORK)

EX. RAMP OPENING

TO BASEMENT GARAGE

(NO WORK)

EX. DIESEL

STORAGE ROOM

DOOR OUT DOOR IN

NEW SLAB REPAIR WORK SHOWN

SHADED SEE ENLARGED PLANS

ON DRAWING SHEET A-1-3

NEW TRENCH DRAIN

WORK FOR SLAB REPAIR

AREAS #1 & #2

NEW VERTICAL WALL REPAIR WORK. SEE

DRAWING SHEET A-1-1 FOR ALL NEW WORK

IN THIS AREA

A-1-2

EX. CURVED WALL

EX. STRUCTURAL EXPANSION JOINT

LOCATION BELOW NEW REINF. CONC.

PAVEMENT

EXISTING EL.636.83'±

TOP OF PAVING

EX. DFAS

STORAGE AREA

EX. RAMP SURFACE

DOWN TRUCK DOCKS

EX. CONC. WALL

ABOVE TO REMAIN

EX. CURVED

WALL

EX. SIDEWALK

AND CURB TO REMAIN

EX. CURB/

SIDEWALK

SEE DRAWING SHEET A-1-1

FOR ALL NEW WORK IN THIS

AREA (SHOWN SHADED)

A-1-2

EX. SECURITY GATE

TO REMAIN (NO WORK)

NEW SLAB REPAIR WORK

SHOWN SHADED SEE

ENLARGED PLAN DETAIL

3/A-1-4

A-1-2

EX. GUARD

BOOTH TO REMAIN

H J K/2 L

RAMP UP

EX. CURVED

WALL

EX. CURVED

WALL

EX. CURVED

WALL

RAMP UP

OPEN

EX. RAMP UPEX. RAMP UP

EXISTING EL.630.78'±

T.O.P.

EXISTING EL.631.28'±

T.O.C.

14 13

PR

O

PE

R

TY

L

IN

E

EX. RAMP DOWN

TO BASEMENT

EX. CONC. BEAM

W/ STRUCT. EXP. JT.

EX. SUB-BASEMENT

EX. BASEMENT

EX. PLAZA

EX. CURVED

WALL

STREET LEVEL

EL. 649.50' +/-

BASEMENT LEVEL

EL. 636.83 +/-

SUB-BASEMENT LEVEL

EX. CURVED WALL

EX. RAMP DOWN

TO SUB-BASEMENT

SEE DRAWING SHEET A-1-1 FOR

ALL NEW CEILING REPAIR WORK IN

THIS AREA

SEE DRAWING SHEET A-1-3 FOR

NEW SLAB REPAIR WORK IN THIS

AREA

4A

NEW FLOOR

DRAINS

A-1-2

5A

7A

7B

G

EX. REINFORCED STRUCTURAL

SLAB TO REMAIN. PROTECT

EXISTING CONC. STRUCTURE

DURING NEW DEMOLITION WORK

CONTR. SHALL REMOVE OLD & DAMAGED

EXISTING STRUCTURAL EXPANSION JOINT

MATERIAL AND INSTALL NEW MATERIAL TO

MATCH EXISTING

EX. CONC. CURB SIDEWALK TO

REMAIN BEYOND

NEW REINFORCED CONC.

PAVEMENT SURFACE

EXISTING WATERPROOF MEMBRANE

TO REMAIN & REPLACE IF DAMAGED

A

PP

R O

X.

" V

ER

IF

Y

EX. DOOR FRAME TO REMAIN

CONTRACTOR SHALL PATCH AND REPAIR

ALL DAMAGED AREAS UNDERSIDE OF

EXISTING STRUCTURAL CONCRETE BEAM

ABOVE (SHOWN HATCHED) SEE DETAIL

10/A-5-1 FOR MORE INFORMATION

EX. REINFORCED CONC. BEARING

WALL BEYOND TO REMAIN

EX.

NEW 3/4" PRE-MOLDED

EXPANSION JOINT FILLER SEALED

W/ CAULKING AT TOP W/

HYDROPHILIC WATER STOP. SEE

DETAIL 2/A-5-1

RAMP UP

10"

RECESS CHANNEL 1/8"

FROM TOP OF CONCRETE

NEW BI-LEVEL TRENCH DRAIN

WITH IRON GRATE (HEAVY DUTY)

NEW 3/4" PRE-MOLDED

EXPANSION JOINT FILLER

SEALED W/ CAULKING AT TOP

W/ HYDROPHILIC WATER STOP.

SEE DETAIL 2/A-5-1

NEW SEALED CONCRETE

PAVEMENT SURFACE

INSTALL NEW COMPOSITE DRAINAGE

PRODUCT (HYDRODRAIN OR EQUAL) OVER

TOP OF NEW WATERPROOF

MEMBRANE TO MATCH EXISTING

SEE 1,2/A-1-3

FOR MORE INFO

A

PP

R O

X.

" V

ER

IF

Y

EX. REINFORCED

STRUCTURAL SLAB

TO REMAIN.

PROTECT DURING

NEW DEMO WORK

5'-0"

SEE 3/A-1-3

FOR MORE INFO

2'-1"2'-1"

EX. CONSTR.

JOINT

5'-6"

10'-6"

EX. CONSTR. JOINT

1'-0"

1'-0" WIDE HATCHED AREA

DENOTES DEMOLITION LIMITS

FOR NEW COLD FLUID-APPLIED

WATERPROOFING MEMBRANE

LAP UNDER NEW CONCRETE

SLAB FOR ADJACENT

CONCRETE REPAIR WORK

AREAS #3 & #4.

THE CONTR. SHALL CLEAN OUT, TEST AND INSPECT EX.

TRENCH DRAIN STORM WATER PVC PIPING FOR LEAKS

AND INTEGRITY. THE CONTR. SHALL REPORT ANY LEAKS

OR DETERIORATION AND REPORT FINDINGS TO THE GSA

COR & A/E FR AND PROVIDE INSTRUCTIONS FOR REPAIRS

RAMP UP

SEE DETAIL 2/A-5-1

FOR MORE INFO.

NEW EPOXY COATED OR

GALVANIZED #4 REBAR

AT 12" C/C EACH WAY

CL

TRANSITION POINT

EXISTING CONCRETE

PAVING TO REMAIN

EXISTING WATERPROOFING

MEMBRANE TO REMAIN

NEW ZURN #7890 BI-LEVEL TRENCH DRAIN SYSTEM (OR EQUAL) WITH

ADJUSTABLE LOWER DRAIN ASSEMBLY WITH CLAMP COLLAR AND SEEPAGE

HOLES. CONTR. SHALL MODIFY IF NEEDED THE EXISTING STRUCTURAL DECK TO

ACCOMMODATE NEW TRENCH DRAIN INSTALLATION. FIELD VERIFY SIZES

AVAILABLE TO FIT INTO EXISTING TRENCH DRAIN. NEW WATERPROOF MEMBRANE

SYSTEM SHALL LAP / DRAIN INTO LOWER TRENCH DRAIN ASSEMBLY

NEW WATERPROOF MEMBRANE &

HYDRODRAIN SHALL BE LAPPED OVER

EXISTING INTERIOR TRENCH WALLS

CL

A-1-4

SEE DETAIL 2/A-5-1

FOR MORE INFO.

31 AUGUST 2020

OHIO 44199

A.J. CELEBREZZE FEDERAL BLDG.

RAMP AREA WATER INFILTRATION REPAIRS

ROH11046

1240 E. NINTH STREET

OHO192ZZ

CLEVELAND,

CHERYL CRAIGO

100% CONSTRUCTION DOCUMENTS

JDJ BSR

AS NOTED

SEQUENCESHEET TYPEDISCIPLINE

DATE

NAME

ADDRESS

BLDG. NUMBER

DESCRIPTION

PROJ. NUMBER

DRAWN BY

TITLE

TYPE

NUMBER

PR

O

JE

C

T D

R A W

IN

G

B U

IL

D

IN

G

SCALE

CKD. BY

STREET

CITY STATE

NO. REVISION DATE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

PROPERTY OF THE UNITED STATES GOVERNMENT

DO NOT REMOVE THIS NOTICE

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED

USERS IS PROHIBITED.

C

ER

TI

FI

C A

TI

O N S

GENERAL SERVICES ADMINISTRATION

Chicago, IL 60604-1696 230 South Dearborn Street Great Lakes Region

SHEET OF

GSA PM

SUBMISSION

G R A

PH

IC

S

C A

LE

8/31/2020

FOR OFFICIAL USE ONLY

SCALE: 1/8" = 1'-0"

EXISTING RAMP / GARAGE PLAN

A-1-2

ED F G H J K/2 L

14 EXISTING BASEMENT / GARAGE PLAN

1 2

ARCHITECTURAL

A 3 11

SCALE: 1" = 10'-0"

KEY SITE PLAN

SCALE: 1/8" = 1'-0"

EXISTING RAMP CROSS SECTION

A-1-2

SCALE: 1/8" = 1'-0"

EXISTING RAMP SECTION

A-1-2

SCALE: 1" = 1'-0"

NEW TRENCH DRAIN DETAIL

A-1-2

SCALE: 3/4" = 1'-0"

NEW STRUCTURAL EXPANSION JOINT DETAIL

A-1-2

SCALE: SEE SHEET

RAMP REPAIR

WORK

AREA OF

A.J. CELEBREZZE

BUILDING

ADDENDUM 0011 6-25-2021

AutoCAD SHX Text

REEDER ARCHITECTS, INC.

AutoCAD SHX Text

230 SOUTH DEARBORN ST.

AutoCAD SHX Text

GENERAL SERVICES ADMINISTRATION

AutoCAD SHX Text

959 WEST MARKET STREET AKRON, OH 44313

EA

S T

S

IX

TH

S

TR

EE

T

EXISTING

RAMP DOWN

PR

O

PE

R

TY

L

IN

E

EX. PLAZA CONC. RETAINING

WALL & GUARDRAIL

ADJACENT PARKING GARAGE - 7 STORY

E.O.C.

EX. SLOPED WALK DOWN

EX. LOW RETAINING

WALL WITH GRATE

EX. CONC. RETAINING

WALL

OPEN TO BELOW

EX. TRENCH

DRAIN

EX. BOILER

EQUIPMENT

EX. GUARD BOOTH

AND GATE

A-4-1

A-4-1

A-4-2

A-4-2

A-4-2

A-4-2

A-4-2

A-4-1

PROPERTY LINE

ADJACENT PARKING GARAGE - 7 STORY

ADJACENT PARKING GARAGE - 7 STORY

EX. SECURITY

FENCE (NO WORK)

EX. GUARD

EX. CONC. RETAINING

WALL

EX. PLAZA PLANTER

(NO WORK)

EX. LOADING DOCK

TRUCK PARKING AREA

(NO WORK)

EX. TRENCH DRAIN

(NO WORK)

OUT

TO EX. GARAGE

PARKING

A-4-1

EX. CHILD

PLAYGROUND

AREA

EX. PLAZA CONC.

RETAINING WALL &

GUARDRAIL

A. J. CELEBREZZE FEDERAL BUILDING

EX. PLAZA CONC.

RETAINING

(NO WORK)

EX. CONC. SIDEWALK

BELOW (NO WORK)

EX. PLAZA WALK

EXISTING PLAZA WALK

EX. CONC. APRON

EL. 649.50'±

EXISTING RAMP BELOW

IN

EXISTING

RAMP DOWN

PROPERTY LINE

TOP OF EX. WALL

EL. 651.50'±

TOP OF EX. WALL

EL. 655.00'±

TOP OF EX. WALL

EL. 655.00'±

TOP OF EX. WALL

EL. 655.00'±

TOP OF EX. WALL

EL. 654.00'±

TOP OF EX. WALL

EL. 655.00'±

EX. CONC. WALK

EL. 649.50'±

TOP OF EX. WALL

EL. 652.50'±

EL. 636.83'±

EX. CONC.

DRIVE AREA BELOW

CBA D E F G H J K/2 L M N P R

A-5-2

A-5-2

A-5-2

EX. SHED

EX. CONC. WALK

EL. 649.50'±

A-5-2

EX. CONC. SIDEWALK

BELOW (NO WORK)

TOP OF EX. WALL

EL. 655.00'±

SCOPE

OF WORK

SCOPE

OF WORK

SCOPE

OF WORK

NOTE: EX. CONC.

RETAINING WALL

(NO WORK)

NOTE: EX. CONC.

RETAINING WALL

(NO WORK)

S C O

PE

O

F W

O R K

EX. CURVED CONC.

RETAINING WALL

A-5-2

EX. SHED

A-5-2

13 13

14 14 14

LAKESIDE AVE.

E.

S T.

E.

S T.

WALL / RAMP REPAIR KEY NOTES (A-1-6, A-4-1 & A-4-2)

CONTRACTOR SHALL EXCAVATE EXISTING EARTH ADJACENT TO EXISTING CONCRETE RETAINING WALL SURFACE AND REMOVE ALL EXISTING DAMAGED WALL MEMBRANE FLASHING BELOW GRADE. THE CONTRACTOR SHALL INSTALL NEW WALL FLASHING MEMBRANE AND FLASHING ABOVE GRADE AS REQUIRED. SEE DETAIL 3/A-5-2 AND SPECIFICATIONS FOR MORE

INFORMATION.

CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONCRETE WALL DAMAGE AS REQUIRED (SHOWN SHADED). SEE DETAIL

9/A-5-1 AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL REMOVE EXISTING DAMAGED GUARD RAIL SECTIONS AND PATCH & REPAIR EXISTING DAMAGED CONCRETE RETAINING WALL AREAS AS REQUIRED. SEE DETAIL 8/A-5-1 FOR MORE INFORMATION. CONTRACTOR SHALL REINSTALL EXISTING GUARD RAIL SECTIONS ONCE REPAIR HAS BEEN MADE. ALL EXISTING GUARDRAIL ESCUTCHEON PLATES SHALL BE FLUSH WITH TOP OF EXISTING CONCRETE RETAINING WALL, TYPICAL. SEE DETAIL 3/A-5-2 FOR MORE INFORMATION.

CONTRACTOR SHALL REMOVE ALL EXISTING DAMAGED SEALANT MATERIAL LOCATED TIGHT TO EXISTING CONCRETE WALL AND SIDEWALK CONSTRUCTION. SEE DETAIL 2/A-5-2 AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL REMOVE ALL EXISTING SEALANT AND DAMAGED WALL MATERIAL AS REQUIRED. CONTRACTOR SHALL PATCH AND REPAIR THE EXISTING CONCRETE WALL SURFACE TO MATCH EXISTING. SEE DETAILS 8/A-5-1 AND

SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONCRETE WALL GOUGE DAMAGE AS REQUIRED (SHOWN SHADED). SEE

DETAIL 9/A-5-1 AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING CONCRETE WALL CRACK DAMAGE AS REQUIRED. SEE DETAIL 8/A-5-1

AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL SCRAPE OF EXISTING FLAKING PAINT AND PREP EXISTING CONCRETE RETAINING WALL SURFACE TO

RECEIVE NEW WALL PAINT TO MATCH EXISTING COLOR AND TYPE (SHOWN SHADED).

EXISTING SHED SHALL BE TEMPORARILY RELOCATED DURING CONSTRUCTION, COORDINATE WITH C.O.S. BUILDING

MANAGER.

10 ALL SIDES OF RETAINING WALL CRACKS ARE TO BE ROUTED AND SEALED FRONT, TOP & BACK. CRACKS AND REPAIRS ARE REPRESENTATIVE OF DETERIORATION AT THE TIME OF DESIGN. THE CONTRACTOR IS RESPONSIBLE TO VERIFY CURRENT CONDITION & REPAIR.

11 REMOVE EXISTING LIGHT FIXTURE, CLEAN FIXTURE, STORE DURING CONSTRUCTION, REINSTALL WHEN WALL REPAIRS ARE COMPLETE.

12 REMOVE AND REINSTALL JOINT SEALANTS BETWEEN EXISTING RETAINING WALL AND EXISTING SIDEWALK AT ALL AREAS WITHIN THE SCOPE OF

WORK.

13 CONTRACTOR SHALL CONSULT WITH ARTIFICIAL TURF MANUFACTURER ON PROPER REMOVAL AND REINSTALLATION OF EXISTING MATERIAL.

CONTRACTOR SHALL REMOVE ARTIFICIAL TURF 15'-0" AWAY FROM RETAINING WALL AND PROTECT EXISTING, ADJACENT MATERIAL.

14 REMOVE EXISTING TREE OR BUSH AS SHOWN.

31 AUGUST 2020

OHIO 44199

A.J. CELEBREZZE FEDERAL BLDG.

RAMP AREA WATER INFILTRATION REPAIRS

ROH11046

1240 E. NINTH STREET

OHO192ZZ

CLEVELAND,

CHERYL CRAIGO

100% CONSTRUCTION DOCUMENTS

JDJ BSR

AS NOTED

SEQUENCESHEET TYPEDISCIPLINE

DATE

NAME

ADDRESS

BLDG. NUMBER

DESCRIPTION

PROJ. NUMBER

DRAWN BY

TITLE

TYPE

NUMBER

PR

O

JE

C

T D

R A W

IN

G

B U

IL

D

IN

G

SCALE

CKD. BY

STREET

CITY STATE

NO. REVISION DATE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

PROPERTY OF THE UNITED STATES GOVERNMENT

DO NOT REMOVE THIS NOTICE

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED

USERS IS PROHIBITED.

C

ER

TI

FI

C A

TI

O N S

GENERAL SERVICES ADMINISTRATION

Chicago, IL 60604-1696 230 South Dearborn Street Great Lakes Region

SHEET OF

GSA PM

SUBMISSION

G R A

PH

IC

S

C A

LE

8/31/2020

FOR OFFICIAL USE ONLY

EXISTING RAMP PLAN

ARCHITECTURAL

7 11

SCALE: SEE SHEET

SCALE: 1/16" = 1'-0"

EXISTING RAMP PLAN

A-1-6 1 1 6A

KEY PLAN

NORTH

SCALE: 1" = 10'-0"

CONC. RETAINING

WALL REPAIR WORK

AREA OF A.J. CELEBREZZE

BUILDING

ADDENDUM 0011 6-25-2021

AutoCAD SHX Text

REEDER ARCHITECTS, INC.

AutoCAD SHX Text

230 SOUTH DEARBORN ST.

AutoCAD SHX Text

GENERAL SERVICES ADMINISTRATION

AutoCAD SHX Text

959 WEST MARKET STREET AKRON, OH 44313

TOP OF EX. WALL

EL. 655.00'±

TOP OF EX. WALL

EL.652.50'±

CDE B A

EX. CONC.

RETAINING WALL

RAMP UP

EX. SIDEWALK (GRADE)

EX. RAMP SURFACE

DOWN BEYOND

SHOWN DASHED

EX. 3'-6" HIGH

GUARDRAIL

EX. LOW CONC.

RETAINING WALL

SCOPE

OF WORK

EX. GUARD

RAIL TO

GRADE

EX. 3'-6" HIGH

GUARDRAIL

EX. EXHAUST VENT

(OPEN TO BELOW) 1

EX. CURVED LOW

RETAINING WALL

EAST

6th ST.

STREET LEVEL

EL. 649.50' +/-

EAST

6th ST.

TOP OF EX. WALL

EL. 655.00'±

TOP OF EX. WALL

EL.652.50'±

CDEFG B A

EX. SUB-BASEMENT GARAGE

(NO WORK)

EX. ELECTRICAL ROOM

SB-51

EX. PUMP ROOM

(NO WORK)

EX. RAMP

DOWN TO SUB-BASEMENT

(NO WORK)

EXISTING RAMP OPENING

TO SUB-BASEMENT GARAGE

(NO WORK)

EX. RAMP

DOWN TO SUB-BASEMENT

(NO WORK)

OPEN

UNEXCAVATED

OPEN AREA

EX. RAMP

SURFACE DOWN

SUB-BASEMENT LEVEL

EL. 624.00 +/-

BASEMENT LEVEL

EL. 636.83 +/-

EX. EL.636.83'±

TOP OF PAVING

EX. CONC. WALL

EX. CURB/

SIDEWALK RAMP UP

EX. CURVED

WALL RAMP UP

EX. FLOOR BEYOND

RAMP UP

RAMP UP

EX. ADJACENT 7-STORY PARKING

GARAGE BEYOND (NO WORK)EX. SIDEWALK BEYOND

SHOWN DASHED

SCOPE

OF WORK

7 77 7777 7

7 7

EX. VERTICAL

WALL JOINT 7 77

EX. LITE

STREET LEVEL

EL. 649.50' +/-11

TYP.

G

EX. DIESEL

STORAGE ROOM

(NO WORK)

EX. DFAS

STORAGE AREA

(NO WORK)

EX. SIDEWALK

AND CURB TO REMAIN

HJK/2L

OPENEX. EL.630.78'±

T.O.P.

EX. EL.631.28'±

T.O.C.

MNPR

EX. WALL

BOX

EX. SIDEWALK

AND CURB

EX. CONC. WALL

EX. SLAB ON GRADE

EX. TRUCK DOCK

SURFACE

TOP OF EX. WALL

EL. 655.00'±

EX. GUARDRAIL

TO REMAIN

EX. PLANTER

EX. CONC. WALL

EX. C.J.

EX. C.J.

EX. C.J. EX. C.J. EX. C.J.

EX. FLOOD LIGHTS

TO REMAIN TYP.

ALONG THIS WALL

EX. ALCOVE AREA

EX. LOWER LEVEL

DOCK AREA

EX. NO PARKING SIGN

EX. RAMP SURFACE

DOWN TO TRUCK DOCKS

EX. SECURITY GATE (NO WORK)

7 EX. SIDEWALK

BEYOND

(SHOWN DASHED)

SCOPE

OF WORK

EX. NO PARKING SIGN

TO REMAIN TYP. ALONG

THIS WALL

EX. NO PARKING SIGN

EX. ADJACENT 7-STORY PARKING

GARAGE BEYOND (NO WORK)

EX. VERTICAL WALL JOINT

5'x7' APPROX.

1'x1' APPROX.

2'x2' APPROX.

1'x1' APPROX.

1'x2' APPROX.

9'x7' APPROX.TYP.

EF

EX. SIDEWALK (GRADE)

EX. LOW CONC.

RETAINING WALL

GHJK/2L

EX. GRADE

MULCH BED

EX. 3'-6" HIGH

GUARDRAIL

(NO WORK)

CONC. WALL

OUTSIDE CORNER

EX. GRADE

MULCH BED

(NO WORK)

EX. CONC. WALL

OVER DOCK AREA

(NO WORK) EX. CURVED

CORNER

EX. CONC.

RETAINING WALL

EX. 6'-0" HIGH

GUARDRAIL

EX. KIDS

PLAYGROUND AREA

SCOPE

OF WORK

EX. GRADE

MULCH BED

EX. GUARD

RAIL TO

GRADE

EX. 3'-6" HIGH

GUARDRAIL

TOP OF EX. WALL

EL. 655.00'±

A-5-2

A-5-2

A-5-2

A-5-2

A-5-2

EX. GUARD RAILS SECTIONS

T0 BE REMOVED & REINSTALLED

WALL / RAMP REPAIR KEY NOTES (A-1-6, A-4-1 & A-4-2)

CONTRACTOR SHALL EXCAVATE EXISTING EARTH ADJACENT TO EXISTING CONCRETE RETAINING WALL SURFACE AND REMOVE ALL EXISTING DAMAGED WALL MEMBRANE FLASHING BELOW GRADE. THE CONTRACTOR SHALL INSTALL NEW WALL FLASHING MEMBRANE AND FLASHING ABOVE GRADE AS REQUIRED. SEE DETAIL 3/A-5-2 AND SPECIFICATIONS FOR MORE

INFORMATION.

CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONCRETE WALL DAMAGE AS REQUIRED (SHOWN SHADED). SEE DETAIL

9/A-5-1 AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL REMOVE EXISTING DAMAGED GUARD RAIL SECTIONS AND PATCH & REPAIR EXISTING DAMAGED CONCRETE RETAINING WALL AREAS AS REQUIRED. SEE DETAIL 8/A-5-1 FOR MORE INFORMATION. CONTRACTOR SHALL REINSTALL EXISTING GUARD RAIL SECTIONS ONCE REPAIR HAS BEEN MADE. ALL EXISTING GUARDRAIL ESCUTCHEON PLATES SHALL BE FLUSH WITH TOP OF EXISTING CONCRETE RETAINING WALL, TYPICAL. SEE DETAIL 3/A-5-2 FOR MORE INFORMATION.

CONTRACTOR SHALL REMOVE ALL EXISTING DAMAGED SEALANT MATERIAL LOCATED TIGHT TO EXISTING CONCRETE WALL AND SIDEWALK CONSTRUCTION. SEE DETAIL 2/A-5-2 AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL REMOVE ALL EXISTING SEALANT AND DAMAGED WALL MATERIAL AS REQUIRED. CONTRACTOR SHALL PATCH AND REPAIR THE EXISTING CONCRETE WALL SURFACE TO MATCH EXISTING. SEE DETAILS 8/A-5-1 AND

SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONCRETE WALL GOUGE DAMAGE AS REQUIRED (SHOWN SHADED). SEE

DETAIL 9/A-5-1 AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING CONCRETE WALL CRACK DAMAGE AS REQUIRED. SEE DETAIL 8/A-5-1

AND SPECIFICATIONS FOR MORE INFORMATION.

CONTRACTOR SHALL SCRAPE OF EXISTING FLAKING PAINT AND PREP EXISTING CONCRETE RETAINING WALL SURFACE TO

RECEIVE NEW WALL PAINT TO MATCH EXISTING COLOR AND TYPE (SHOWN SHADED).

EXISTING SHED SHALL BE TEMPORARILY RELOCATED DURING CONSTRUCTION, COORDINATE WITH C.O.S. BUILDING

MANAGER.

10 ALL SIDES OF RETAINING WALL CRACKS ARE TO BE ROUTED AND SEALED FRONT, TOP & BACK. CRACKS AND REPAIRS ARE REPRESENTATIVE OF DETERIORATION AT THE TIME OF DESIGN. THE CONTRACTOR IS RESPONSIBLE TO VERIFY CURRENT CONDITION & REPAIR.

TOP OF

EX. WALL

EL. 655.00'±

EX.

GRADE EX. PLAYGROUND AREA

EX. DOCK

BEYOND

12 13EX. 6'-0" HIGH

CURVED GUARDRAIL

AT CORNER

EX. 3'-6" HIGH

GUARDRAIL BEYOND

(NO WORK)

SCOPE

OF WORK

72 7

1 A-5-2

EX. GUARD RAILS SECTIONS

T0 BE REMOVED &

REINSTALLED

REMOVE EXISTING LIGHT FIXTURE, CLEAN

FIXTURE, STORE DURING CONSTRUCTION,

REINSTALL WHEN WALL REPAIRS ARE

COMPLETE.

KEY NOTES - CONTINUED

REMOVE AND REINSTALL JOINT SEALANTS

BETWEEN EXISTING RETAINING WALL AND

EXISTING SIDEWALK AT ALL AREAS WITHIN THE

SCOPE OF WORK.

CONTRACTOR SHALL CONSULT WITH

ARTIFICIAL TURF MANUFACTURER ON PROPER

REMOVAL AND REINSTALLATION OF EXISTING

MATERIAL. CONTRACTOR SHALL REMOVE

ARTIFICIAL TURF 15'-0" AWAY FROM

RETAINING WALL AND PROTECT EXISTING,

ADJACENT MATERIAL.

14 REMOVE EXISTING TREE OR BUSH AS SHOWN.

14 REMOVE EXISTING TREE OR BUSH AS SHOWN.

31 AUGUST 2020

OHIO 44199

A.J. CELEBREZZE FEDERAL BLDG.

RAMP AREA WATER INFILTRATION REPAIRS

ROH11046

1240 E. NINTH STREET

OHO192ZZ

CLEVELAND,

CHERYL CRAIGO

100% CONSTRUCTION DOCUMENTS

JDJ BSR

AS NOTED

SEQUENCESHEET TYPEDISCIPLINE

DATE

NAME

ADDRESS

BLDG. NUMBER

DESCRIPTION

PROJ. NUMBER

DRAWN BY

TITLE

TYPE

NUMBER

PR

O

JE

C

T D

R A W

IN

G

B U

IL

D

IN

G

SCALE

CKD. BY

STREET

CITY STATE

NO. REVISION DATE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

PROPERTY OF THE UNITED STATES GOVERNMENT

DO NOT REMOVE THIS NOTICE

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED

USERS IS PROHIBITED.

C

ER

TI

FI

C A

TI

O N S

GENERAL SERVICES ADMINISTRATION

Chicago, IL 60604-1696 230 South Dearborn Street Great Lakes Region

SHEET OF

GSA PM

SUBMISSION

G R A

PH

IC

S

C A

LE

8/31/2020

FOR OFFICIAL USE ONLY

NORTH RAMP ELEVATIONS

ARCHITECTURAL

8 11

SCALE: SEE SHEET

SCALE: 1/8" = 1'-0"

NORTH ELEVATION (PLAZA)1

A-4-1

SCALE: 1/8" = 1'-0"

NORTH ELEVATION (RAMP)2

A-4-1

SCALE: 1/8" = 1'-0"

NORTH ELEVATION (RAMP CONTINUED)3

A-4-1

4 1A

SCALE: 1/8" = 1'-0"

NORTH ELEVATION (PLAZA CONTINUED) 1

A-4-1

SCALE: 1/8" = 1'-0"

WEST ELEVATION (PLAYGROUND AREA) 4

A-4-1

ADDENDUM 0011 6-25-2021

AutoCAD SHX Text

REEDER ARCHITECTS, INC.

AutoCAD SHX Text

230 SOUTH DEARBORN ST.

AutoCAD SHX Text

GENERAL SERVICES ADMINISTRATION

AutoCAD SHX Text

959 WEST MARKET STREET AKRON, OH 44313

STREET LEVEL

EL. 649.50' +/-

TOP OF EX. WALL

EL. 654.00'±

EX. 3'-6" GUARDRAIL

TOP OF EX. WALL

EL.652.50'±

EX. PUMP ROOM

(NO WORK)

EX. RAMP

DOWN TO SUB-BASEMENT

(NO WORK)

EX. RAMP OPENING

TO BASEMENT GARAGE

(NO WORK)

EX. RAMP

DOWN TO SUB-BASEMENT

(NO WORK)

EX.

CURVED WALL

DOOR OUT DOOR INOPEN AREA

EX. RAMP

SURFACE DOWN

BASEMENT LEVEL

EL. 636.83 +/-

EX. CONCRETE

RETAINING WALL

EX. CURVED

WALL

EXISTING EL.636.83'±

T.0.P.

EX. RAMP SURFACE

DN TO TRUCK DOCKS

EX. CURB/

SIDEWALK

EX. SECURITY GATE

(NO WORK)

RAMP UP

EX. CURVED

WALL

EX. FLOOR

BEYOND

RAMP UP

RAMP UP

TOP OF EX. WALL

EL. 655.00'±

EX. GUARD

BOOTH

EX. +6'-0" HIGH GUARDRAIL

EX. 3'-6" HIGH

GUARDRAIL

C D E F GBA H

SCOPE

OF WORK

EX. CONDUIT 7

7 7

7 7

7EX. HANDRAIL

EX. CONCRETE

RETAINING WALL

EX. EXTERIOR

DOOR

7 7

EX. LITE

12 TYP.

EX. CURVED

EX. RAMP SURFACE

DN TO TRUCK DOCKS

EX. SIDEWALK

AND CURB

EX. SECURITY GATE

(NO WORK)

EX. GUARD

BOOTH

TOP OF EX. WALL

EL. 655.00'±

EX. CURVED

WALL

EX. 6'-0" HIGH GUARDRAIL

EX. A.J. CELEBREZZE

FEDERAL BUILDING BEYOND

H J K/2 L

EX. 3'-6" HIGH GUARDRAIL

M

SCOPE

OF WORK

EXISTING

LOADING DOCK

(NO WORK)

EX. EXTERIOR

DOOR

7 7

EX. ELECT. CONDUIT

EX. CONCRETE RETAINING WALL

3 3

7EX. GUARD RAILS SECTIONS

T0 BE REMOVED & REINSTALLED

EAST SIXTH

STREET

STREET LEVEL

EL. 649.50' +/-

TOP OF EX. WALL

EL.652.50'±

C D E F GBA

EX. RAMP SURFACE BEYOND

SHOWN DASHED

EX. CONCRETE

RETAINING WALL

H

EX. SIDEWALK AT GRADE

NOTE: CONTR. SHALL VERIFY EXISTING

JOINT SEALANT FIELD CONDITIONS

ALONG THIS WALL SURFACETOP OF EX. WALL

EL. 655.00'± EX. HANDRAIL

RAMP UP

4 4 4

SCOPE

OF WORK

H J K/2 L M N P R

EX. CONCRETE

RETAINING WALL

TOP OF EX. WALL

EL. 655.00'± EX. HANDRAIL EX. GUARDRAIL

TO REMAIN

EX. PLANTER

EX. CONC. WALL

EX. SIDEWALK AT GRADE

NOTE: CONTR. SHALL VERIFY EXISTING

JOINT SEALANT FIELD CONDITIONS

ALONG THIS WALL SURFACE4 44

SCOPE

OF WORK

EAST SIXTH STREET

BEYOND

STREET LEVEL

EL. 649.50' +/-

PR

O

PE

R

TY

L

IN

E

EX. PARKING

GARAGE -

7 STORY

EX. RAMP UP

EXISTING EL.630.78'±

T.O.P.

EX. GRADE

EX. CURVED

WALL

111213

EX. TRUCK

DOCK SURFACE

EX. CONC WALL

OVER DOCK AREA

EX. CONCRETE

RETAINING WALL

EX. TRENCH

DRAIN

EX. CURB/WALK

BEYOND

TOP OF EX. WALL

EL. 655.00'±

EX. 6'-0" HIGH

GUARDRAIL EX. 3'-6" HIGH

GUARDRAIL

EX. CONC STRUCTURE

(NO WORK)

EX. CONC. WALK

EX. HORIZ.

GOUGE LINE

EX. LOADING DOCK

(NO WORK)

SCOPE OF WORK

EX. CONDUIT

EX. CONCRETE

CURB SIDEWAK

EX. GUARD RAILS SECTIONS

T0 BE REMOVED &

REINSTALLED

12 TYP. 12

TYP.

31 AUGUST 2020

OHIO 44199

A.J. CELEBREZZE FEDERAL BLDG.

RAMP AREA WATER INFILTRATION REPAIRS

ROH11046

1240 E. NINTH STREET

OHO192ZZ

CLEVELAND,

CHERYL CRAIGO

100% CONSTRUCTION DOCUMENTS

JDJ BSR

AS NOTED

SEQUENCESHEET TYPEDISCIPLINE

DATE

NAME

ADDRESS

BLDG. NUMBER

DESCRIPTION

PROJ. NUMBER

DRAWN BY

TITLE

TYPE

NUMBER

PR

O

JE

C

T D

R A W

IN

G

B U

IL

D

IN

G

SCALE

CKD. BY

STREET

CITY STATE

NO. REVISION DATE

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

PROPERTY OF THE UNITED STATES GOVERNMENT

DO NOT REMOVE THIS NOTICE

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED

USERS IS PROHIBITED.

C

ER

TI

FI

C A

TI

O N S

GENERAL SERVICES ADMINISTRATION

Chicago, IL 60604-1696 230 South Dearborn Street Great Lakes Region

SHEET OF

GSA PM

SUBMISSION

G R A

PH

IC

S

C A

LE

8/31/2020

FOR OFFICIAL USE ONLY

SOUTH, WEST & EAST RAMP ELEVATIONS

ARCHITECTURAL

9 11

SCALE: SEE SHEET

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION (RAMP)2

A-4-2

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION (RAMP / DOCK)3

A-4-2

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION (SIDEWALK)1

A-4-2

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION (SIDEWALK CONTINUED)1

A-4-2

4 2A

SCALE: 1/8" = 1'-0"

EAST ELEVATION (DOCK)4

A-4-2

ADDENDUM 0011 6-25-2021

AutoCAD SHX Text

REEDER ARCHITECTS, INC.

AutoCAD SHX Text

230 SOUTH DEARBORN ST.

AutoCAD SHX Text

GENERAL SERVICES ADMINISTRATION

AutoCAD SHX Text

959 WEST MARKET STREET AKRON, OH 44313

EX. GUARD RAILS TO REMAIN, UNLESS NOTED OTHER WISE.

(SEE ELEVATIONS FOR EXISTING GUARD RAIL REPAIR LOCATIONS) TYPICAL.

CONTRACTOR TO INSPECT EXISTING POST FOR DETERIORATION. IF ADDITIONAL

GUARD RAIL POSTS NEED REPAIRED NOTIFY GSA COR & A/E FR.

CONTRACTOR NOTE: ALL EXISTING GUARD RAIL ESCUTCHEON PLATES

SHALL BE FLUSH WITH TOP OF EXISTING CONCRETE WALL, TYPICAL.

PROVIDE PPM (POLYMETHYL METHACRYLATE) PRODUCT WATERPROOFING

UNDER THE ESCUTCHEON ON THE METAL RAIL POST AND OVER THE CORE

HOLE GROUT ON TO THE CONCRETE HORIZONTAL SURFACE.

CONTRACTOR SHALL TEMPORARILY REMOVE AND REINSTALL EXISTING

GUARD RAIL POST AND GROUT AND PROVIDE NEW NON-SHRINK GROUT IN

EXISTING 3" DIA. CORE DRILLED HOLE LOCATIONS (SHOWN HATCHED)

CONTRACTOR SHALL

REMOVE EX. METAL WALL

FLASHING CAP BELOW

GRADE (SHOWN DASHED)

EX. WALL MEMBRANE DAMPROOFING

SYSTEM BELOW GRADE (TO REMAIN)

EXTENT OF NEW EXCAVATION

LINE (SHOWN DASHED)

CONTRACTOR SHALL INSTALL NEW HORIZONTAL TERMINATION

FLASHING SYSTEM. MIN. 1'-0" UP WALL FACE FROM EX. GRADE.

PROVIDE CAULKING/ SEALER AS REQUIRED

EX. REINFORCED CONC. RETAINING WALL TO REMAIN.

SEE ELEVATIONS FOR ALL NEW REPAIR WORK

NOTE: CONTRACTOR SHALL GLUE / SEAL NEW COLD FLUID-APPLIED

WATERPROOF MEMBRANE MATERIAL TO LAP OVER EXISTING

WATERPROOF MEMBRANE SYSTEM WHERE REQUIRED AT NEW

CONCRETE WALL REPAIR LOCATIONS. ALL SURFACES TO BE CLEAN

PER MANUFACTURER INSTALLATION RECOMMENDATIONS

EXISTING

RAMP/DOCK

BELOW

A-5-2

NEW REINFORCED CONC. SLAB @ KIDS

PLAY AREA. (MATCH EXISTING)

EX. REINFORCED CONC.

SLAB TO REMAIN

PROVIDE NEW 3/4" PRE-MOLDED EXPANSION JOINT FILLER

SEALED W/ ELASTOMER CAULKING AT TOP, TYPICAL

LAP NEW WALL MEMBRANE…