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HARDBERGER PARK LAND BRIDGE

(RFCSP# TCI-031218MT)

AMENDMENT #3

April 2, 2018

Amendment #3 comprises of clarifications to the RFCSP and specifications

Specifications Revisions:

1. 01 5000 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS: Revise ‘PART 1 –

GENERAL’ to read:

1.2 SUMMARY

C. Support facilities…

1. “Field offices and storage sheds.”

Revise ‘PART 2- PRODUCTS’ to read:

2.2 EQUIPMENT

G. “Temporary Offices: Provide prefabricated or mobile units or similar job-built construction

with lockable entrances, operable windows, and serviceable finishes. Provide heated and air-

conditioned units on foundations adequate for normal loading.”

Revise ‘PART 3- EXECUTION’ to read:

3.2 TEMPORARY UTILITY INSTALLATION

E. “General: Engage the appropriate local utility company to install temporary service or

connect to existing service. Where company provides only part of the service, provide the

remainder with matching, compatible materials and equipment. Comply with company

recommendations.

1. Arrange with company and existing users for a time when service can be interrupted, if

necessary, to make connections for temporary services.

2. Provide adequate capacity at each stage of construction. Prior to temporary utility

availability, provide trucked-in services.

3. Obtain easements to bring temporary utilities to the site where the Owner's easements

cannot be used for that purpose.

4. Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner

or Owner’s Representative. Neither the Owner nor Owner’s Representative will accept

cost or use charges as a basis of claims for Change Orders.

F. Water Service: Install water service and distribution piping of sizes and pressures adequate

for construction until permanent water service is in use.

I. CLARIFICATION TO RFCSP AND SPECIFICATIONS

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1. Sterilization: Sterilize temporary water piping prior to use.

G. Temporary Electric Power Service: Provide weatherproof, grounded electric power service

and distribution system of sufficient size, capacity, and power characteristics during

construction period. Include meters, transformers, overload-protected disconnects, automatic

ground-fault interrupters, and main distribution switch gear.

1. Install electric power service underground, except where overhead service must be used.

2. Power Distribution System: Install wiring overhead and rise vertically where least

exposed to damage. Where permitted, wiring circuits not exceeding 125 Volts, ac 20

Ampere rating, and lighting circuits may be nonmetallic sheathed cable where overhead

and exposed for surveillance.

H. Temporary Lighting: Provide temporary lighting.

1. Install and operate temporary lighting that will fulfill security and protection

requirements without operating the entire system. Provide temporary lighting that will

provide adequate illumination for construction operations and traffic conditions.

3.3 SUPPORT FACILITIES INSTALLATION

F. “Locate field offices, storage sheds, and other temporary construction and support facilities

for easy access.

1. Maintain support facilities until near Substantial Completion, or until directed by the

Owner’s Representative.

G. Provide incombustible construction for offices, shops, and sheds located within the

construction area or within 30 feet (9 m) of building lines. Comply with requirements of

NFPA 241.

H. Field Offices: Where deemed necessary, provide insulated, weather-tight temporary offices of

sufficient size to accommodate required Transportation and Capital Improvements office

personnel at the Project Site. Keep the office clean and orderly for use for small progress

meetings. Furnish and equip offices as follows:

1. Furnish with a desk and chairs, a 4-drawer file cabinet, plan table, plan rack, and a 6-shelf

bookcase.

2. Equip with a water cooler and private toilet complete with water closet, lavatory, and

medicine cabinet unit with a mirror.

3. Furnish with a meeting table and chairs to accommodate at least (14) meeting attendees.”

Plan Revisions: (Changes are clouded on the attached sheets)

1. L300, L301, and L302 - Anti-Graffiti Coating Notes at the top of the page. Revise Note 1, third

sentence to read: “CSL Silicones, Inc. Si-Coat 530 AG or equal.”

2. L300, Detail 2. Revise location of limestone wall signage. See attached sheet, LSD- 3-2.

3. L304, Detail 1. Remove the detail reference for Infiltration Swale, Detail 11/L400.

4. L306, Detail 3. Add junction box, painted. Add note for conduit to be painted. Revise dimensions of

light fixture and weathering steel light fixture enclosure, including steel angle. Add reference to

manufacturer’s recommendations at light fixture assembly and note to separate dissimilar metals.

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Change power connection note to include typical fixture length. Remove note for DMX connection.

Add/Alt 8. See the attached sheet, LSD- 3-1.

5. L410, Detail 1: Show extent of light fixtures for Steel Wall Lighting in plan; indicate vertical conduit

locations. Add/Alt 8. See the attached sheet, L410.

6. L410, Detail 2: Add conduit and in-grade pull box for Steel Wall Lighting, Add/Alt 8. See the attached

sheet, L410.

7. L410, Detail 3: Add Steel Wall lighting enclosure at top of steel wall. Add detail reference to 3/L410.

Add painted conduit. Add/Alt 8. See the attached sheet, L410.

8. L410, Detail 4: Add Steel Wall lighting, enclosure, and conduit. Add/Alt 8. See the attached sheet,

L410.

9. L410, Detail 5: Revise steel angle connection from bolted to welding at steel wall. Show steel wall

stiffener and bracket in detail. See the attached sheet, L410.

10. L410, Detail 6: Revise note at intermediate bracket by travel restraint manufacturer. Revise channel

width and indicate channel length. Show steel wall stiffener and bracket in detail. See the attached

sheet, L410.

11. L411, Details 1 and 2. Add a typical note to read: “Refer to L300 and Details 1 and 2/L306 for steel

lighting cove at top of steel wall.”

12. L412, Details 1 and 2. Add a typical note to read: “Refer to L300 and Details 1 and 2/L306 for steel

lighting cove at top of steel wall.”

13. L450, Detail 7. Clarify that LED lights are centered in the body of letter. Add dimensions for the width

of the letter body, based on font. Add note for tamper-proof clip attachment. See the attached sheet,

LSD- 3-3.

14. L450, Reverse Channel Sign Letter Notes: Revise Note #3 to read: “Allow for a total of 25 letters

and/or characters at each of the (2) limestone wall signage locations….”

Revise Note #4 at add: “Power supply to fit in letter body. Extend module strand through conduit

from letter body with power supply to small characters, such as periods. Conceal conduit from

view.”

Revise Note #7 to add: “Approx. 4 watts/ft, subject to review through mockup.”

Add Note #10: “Contractor shall be responsible for obtaining any required sign permits and

paying any associated fees.”

15. E0003:

Item 1: Electrical lighting design on drawing now only incorporates in grade lighting

fixtures below bridge.

Item 2: All electrical lighting for Add Alternate #7 and #8 has been removed from the drawing. Delete

Keyed Notes 4 through 6.

16. New Sheet E0003A, Electrical Lighting Wall and Sign Plan:

Item 1: Electrical for backlit signage design is incorporated in the drawing, as Add Alternate #7.

Item 2: Electrical for Steel Wall lighting is incorporated in the drawing, as Add Alternate #8.

17. E0005:

Item 1: Electrical panel “H1” incorporates updated schedule indicating Add Alternate # 7 and # 8.

Item 2: Lighting fixture schedule incorporates updated fixture information for Add Alternates # 7 and

# 8.

Form 2 Unit Pricing Form:

Utilities and Irrigation Sections. Clarify that all Utilities, in ground Electrical conduit, in ground

Irrigation piping, and other Piping unit pricing shall include trenching, placement, and backfill, per unit

indicated.

No other items, dates, or deadlines for this RFCSP are changed.

END OF AMENDMENT 3

SD

SD

±100' ±83'±83'

2/L412 1/L412

R1500'-0"

R420'-0"

R420'-0"

R420'-0"

R420'-0"

R1500'-0"

5L410

5L410

32' NOM. LIGHTINGADD/ALT 8

32' NOM. LIGHTINGADD/ALT 8(2) 32' NOM. LIGHTING

ADD/ALT 8

32' NOM. LIGHTING

ADD/ALT 8

32' NOM. LIGHTINGADD/ALT 8

(2) 32' NOM. LIGHTINGADD/ALT 8

SD

SD

±100' ±83'±83'

1L306

2L306

1/L411 2/L411

2L410

1/L306

2/L3061L306

2L306

2L410

R420'-0"

R420'-0"

R1500'-0"

R1500'-0"

R420'-0"

R420'-0"

R1500'-0"

5L410 5

L410

32' NOM. LIGHTINGADD/ALT 8 32' NOM. LIGHTINGADD/ALT 8

(2) 32' NOM. LIGHTINGADD/ALT 8

32' NOM. LIGHTINGADD/ALT 8

32' NOM. LIGHTING

ADD/ALT 8

(2) 32' NOM. LIGHTINGADD/ALT 8

KS

DW

AS SHOWN

Steel WallDetails

L410

Sheet Title

Scale:

Issue Date

Project Number:

Drawn By

Checked By

Revisions

Sheet Number

Sheet of

2425 Broadway, Suite 105San Antonio, Texas 78215

p. 210.828.1155f. 210.828.1399

01.30.2018

1620

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STEPHEN STIMSON ASSOCIATES

288 NORFOLK STREET CAMBRIDGE MA 02139

T 617 876 8960 F 617 876 8906

2 MOUNTAIN ROAD PRINCETON MA 01541

T 978 464 5200

WWW.STEPHENSTIMSON.COM

LANDSCAPE ARCHITECTS

HISTE C

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CAANDS EP A

JAM

ESW. GRAY, JR.

Bid Set 03.02.2018

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

PANELPANEL

SCALE: 1"= 1'-0"

PLAN: STEEL WALL DETAIL

2

REF.

STRU

CTU

RAL

REF.

STRU

CTU

RAL

3/L402

4/L4

10

5L410

SCALE: 1"= 10'-0"

PLAN: STEEL WALLS A AND B

1

F.G.

6'-0" TYP.

REF.

PANE

L DET

AILS

, 8' M

IN.

4"

REF. STRUCTURAL

1"2"

REF. STRUCTURAL

SCALE: 1/2"= 1'-0"

PARK ELEVATION: STEEL WALL

3

REF.

STRU

CTU

RAL

1"

2/L410 OPP. HAND

5L410

4"

3/L3

06

NORTH

REF. STRUCTURAL

SCALE: 1/2"= 1'-0"

SECTION: STEEL WALL PANEL

4

4"±

REF.

STRU

CTU

RAL

REF.

STRU

CTU

RAL

5L410

SCALE: 2"= 1'-0"

DETAIL: TRAVEL RESTRAINT INTER.

6

3 1/

2"2

1/8"

4"

5 5/

8"

3" +/-

SCALE: 2"= 1'-0"

DETAIL: TRAVEL RESTRAINT END

5

5"

4"

3 1/2" 6"

5"

3"

3 Addendum 3 03.30.2018

3

3

3

3

3

3

3

3

3

3

3

3

1" M

IN.

4"

2 3/4"

2" +/-

SCALE: 6"= 1'-0"

DETAIL: STEEL WALL LIGHTING

3

RIALTO STUDIO, INC., 2425 Broadway Suite 105, San Antonio, Texas 78215, 210-828-1155 Fax 210-828-1399

Drawing No.

Scale

Title

DateRSI, Inc. Project No.

Project

Sheet Reference

Phil Hardberger Park Land Bridge

1620 March 30, 2018

Detail: Steel Wall Lighting

as notedLSD-3.1

L306

3

8L422

EXTENT OF COATING

3L306

TW 891.5

1-2L412

8L422

EXTENT OF COATING

8L450

SCALE: 1"= 10'-0"

WEST ELEVATION

2

3

RIALTO STUDIO, INC., 2425 Broadway Suite 105, San Antonio, Texas 78215, 210-828-1155 Fax 210-828-1399

Drawing No.

Scale

Title

DateRSI, Inc. Project No.

Project

Sheet Reference

Phil Hardberger Park Land Bridge

1620 March 30, 2018

West Elevation

as notedLSD-3.2

L300

3

RIALTO STUDIO, INC., 2425 Broadway Suite 105, San Antonio, Texas 78215, 210-828-1155 Fax 210-828-1399

Drawing No.

Scale

Title

DateRSI, Inc. Project No.

Project

Sheet Reference

Phil Hardberger Park Land Bridge

1620 March 30, 2018

Detail- Sign Lighting

3" = 1'-0"LSD-3.3

7/L450

EQ.EQ.

SCALE: 3"= 1'-0"

DETAIL: SIGN LIGHTING

7

3"

1'-6"

2 1/2" - 3" PER FONT

3

3

3