A003_Gardiner.pdf

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

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A003 2/3/2015 N/A MT PARK 2013(1)

GARDINER GATEWAY, PHASE I

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH70-14-R-00010

9B. DATED (SEE ITEM 11)

12/22/14

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) is not extended.

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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

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

N/A

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

N/A

D OTHER (Specify type of modification and authority) N/A

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

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

MT PARK 2013(1), GARDINER GATEWAY, PHASE I

See page 2 for revisions.

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.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A003, dated 2/3/2015 MT PARK 2013(1) Solicitation No. DTFH70-14-R-00010 Gardiner Gateway, Phase I

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-43 557.03 General Adds sentence F-61 615.06 Brick Sidewalks, Drive Pads, and

Medians Adds acceptable Paver manufacturer

F-72 620.09A Seat Walls (b) Revises 1st sentence G-25 725.34 Detectable Warning Tile Adds sentences

PLANS

Plan sheet #G.8 Revises dimensions on Wall Reinforcing Layout Plan sheet #H.5 Revises stationing Plan sheet #K.2 Deletes Notes Plan sheet #N.8 Adds Note

ENCLOSURES

Pages:

F-43 F-61 F-72 G-25

Plan Sheets:

G.8

H.5 K.2 N.8

F-43

Special Contract Requirements Project: MT Park 2013(1), Gardiner Gateway, Phase 1

Section 557. — Timber Structures

Description

557.01 Add the following:

This work also consists of the erection of awning supports.

Construction Requirements

557.03 General. Add the following:

Replace or reuse existing awning supports using structurally sound materials. Replace supports using types indicated in Plans. Include stone masonry cobble facings with awning supports that have existing stone masonry cobble facings.

Dispose of all removed materials according to Subsection 203.05.

Provide temporary works according to Section 562.

Measurement

557.20. Add the following:

Do not measure removal of awning support for payment.

Do not measure stone masonry cobble facings for payment.

Revised by Amendment A003

F-61

615.05 Asphalt Concrete Sidewalks, Drive Pads, and Medians. Add the following:

Provide L-shaped aluminum or plastic edge restraints (black) along sidewalk edges where the asphalt is not retained by curbing, edging, or other structures. Submit a sample of the proposed product to the CO, two weeks prior to construction of sidewalks. When approved by the CO, install the edge restraints according to the manufacturer’s recommendations. Backfill the restraints with soil material to complete the installation.

For mud finish, brush finished asphalt sidewalk with soil or sand, as approved by the CO, after final compaction. At completion, remove excess material.

615.06 Brick Sidewalks, Drive Pads, and Medians. Delete this Subsection and substitute the following:

(a) Provide and install precast concrete pavers where specified in the Plans. The following manufacturers produce an acceptable concrete paver that may be incorporated into the work:

Mutual Materials, Bellevue, Washington 800-477-3008. Holland Paver.

Borgert Products, Inc, Denver, CO 80221 303-783-3864. Double Holland.

Identification by brand name is intended to be descriptive, not restrictive, and is intended to indicate the quality and characteristics of products that will be satisfactory. Other products meeting the following salient characteristics will also be acceptable. Submit samples of proposed products for CO approval prior to ordering.

Paver Requirements:

(1) Comply with ASTM C936-96;

(2) Compressive strength 8,000 psi;

(3) Nominal Square dimensions: 8-inch by 8-inch Double Holland Paver; and

(4) Charcoal paver color.

(b) Foundation preparation. Perform work under Section 209. Place Geotextile fabric according to Section 207. Place roadway aggregate according to Section 308. Place bedding sand at a 1-inch depth. Maintain sand moisture content at 3-7 percent during installation.

Spread and screed level to a 1:500 tolerance. Do not allow foot traffic or vehicular traffic on bedding sand. Do not compact bedding prior to paver installation.

(c) Paver installation. Construct test sections for at each paver location. Test sections may be incorporated in the work if approved by the CO. Provide 40 square feet test sections for items measured by the square foot. Establish pattern layout direction and create markings for directional reference of joints and string lines. Set first course of pavers ⅛-inch from edge restraint. Set pavers with nominal 1/16-inch to ⅛-inch joints between abutting units.

Carefully align joints to maintain straight lines. Cut and fit closure units leaving residual gaps not exceeding ¼-inch. Use mechanical splitter or power masonry saw to provide a clean continuous edge cut.

F-72

Do not install stone masonry cap until supporting structure has attained minimum allowable design compressive strength. Install clips, anchors, and other accessories required for connecting stone masonry cap to supporting members as shown in the Plans. Erect stone masonry cap level, plumb, and square within specified allowable tolerances. Provide temporary supports and bracing as required to maintain position, stability, and alignment as units are being permanently connected. Install temporary steel or plastic spacing shims or bearing pads to maintain horizontal and vertical joint alignment and uniform joint width as erection progresses.

The length of the stone masonry cap shall be between 2’-4’.

Remove projecting lifting devices and grout fill voids within recessed lifting devices flush with surface of adjacent precast surfaces when recess is exposed. Unless otherwise indicated, maintain uniform joint widths of ½ inch.

Repair or replace any damaged stone masonry caps damaged by construction operations at no cost to the Government.

Stone masonry cap must be stable for 30 days prior to final acceptance.

(b) Government provided precast concrete caps. Install Government provided precast concrete caps as follows:

If Schedule B is accepted, the Park Service will furnish precast concrete caps for installation, which will replace the stone masonry caps as stated in Subsection 620.09A(a). These government-provided precast concrete caps will be ready for delivery by September 18, 2015. Submit to the CO a 14-day notice requesting availability of Government furnished materials. Materials will be made available to the Contractor at the project site. Protect Government provided materials from damage until time of acceptance.

Revised by Amendment A002

G-25

(6) Tensile Strength: Minimum 300 psi after 28 days (ASTM C190);

(7) Flexural Strength: Minimum 988 psi after 28 days (ASTM C348); and

(8) Compressive Strength: Minimum 4,000 psi after 28 days (ASTM C109).

725.30 Animal Guards for Storm Sewer Outlets. (Add Subsection).

Provide animal guards with all stainless steel construction. Vertical steel bars are attached to a single horizontal square steel frame. Bars are spaced 1.125 inch and are long enough to effectively block full pipe diameter. Install with a steel rod extending through the frame and then through the pipe. Position far enough in the pipe to allow it to swivel up and pass debris without exposing the animal guard beyond the pipe end. Ensure that the animal guards freely pivot the full range of the pipe diameter and freely falls to a resting position that effectively blocks the full pipe diameter. Install according to the manufactures recommendations.

725.31 Triangle Wire Ties. (Added Subsection).

Furnish ¼-inch diameter hot dip galvanized triangle wire ties conforming to ASTM A 153, Class B-2 (1.50 oz/ft2). Fabricate triangle ties to the dimensions shown on the plans.

725.32 Insulation Board, Polystyrene Foam. (Added Subsection).

Furnish extruded polystyrene foam insulation board conforming to ASTM C578, Type VI.

725.33 Rigid Polyurethane Pipe Insulation. (Added Subsection).

Furnish a rigid polyurethane pipe insulation system meeting the following requirements:

(a) Insulation.

(1) Density ≥ 2.0 lbs/ft3

(2) “K” Factor, ASTM C 518 ≤ 0.16 @ 75°F

(3) Closed Cell Content 90-95%

(4) Thickness ≥ 2 inches

(b) Jacket. Encase the polyurethane insulation with a Polyvinyl chloride (PVC) or High Density Polyethylene (HDPE) jacket.

725.34 Detectable Warning Tile. (Added Subsection).

Provide cast iron tactile warning surfaces that comply with 705 Detectable Warnings of the Americans with Disabilities Act (ADA) Standards. Tiles shall be painted with powder coating or other approved method. Paint will be dark grey in color. Contractor to present color sample for approval prior to purchase.

725.35 Detectable Warning Tape. (Added Subsection).

Furnish detectable warning tape consisting of a nominal 4.5 mil overall thickness, with a solid aluminum foil core. The imprinted warning message is “Buried, or Encased” to prevent ink rub-

Revised by Amendment A002

Revised by Amendment A00 3

WALL REINFORCING LAYOUT

1'-6"1'-9"3'-6"

6'-9"

3" 3"

(top and bottom)

6-#4B @ eq. spaces

1'-6"1'-9"3'-6"

6'-9"

See Detail A m a x

B a c k fi ll s id e

(min.)

9"B a c k fi ll s id e

Wall stemLC construction joint or 2" x 6" key

Nominal 2" x 4"

(Construction Joint detail)

DETAIL A

SPECIFICATIONS:

5th Edition.

AASHTO LRFD Bridge Design Specification, Customany U.S. Units, CONSTRUCTION:

CAST-IN-PLACE:

design compressive strength f'c = 4,000 psi.

Provide structural concrete class A(AE) with minimum 28-day

REINFORCING STEEL:

unless otherwise noted in the plans.

Provide a 2-inch minimum covering to face of all reinforcing deformed (ASTM, A615 Grade 60).

All reinforcing steel to conform to AASHTO M31, Grade 60

"2 110"2

SECTIONS

ARCH PARK STAGE CIP WALL

(front face)

6-#6B

(back face)

9-#6A

S e e S e c ti o n A A

(back face)

9-#6C

(front face)

6-#6D

(top & bottom)

21-#5

(both faces)

#4B (full length)

(min.)

9"

Top of CIP wall

Top of CIP wall

El. 5295.95

El. 5292.95

WALL SECTION & FOOTING

SECTION B-B

see Section B-B)

(Footing reinforcing not shown, E q s p a c e s

A e a c h f a c e

Projects, FP-03 (US Customary) Section 258.

Construction of Roads and Bridges on Federal Highway

Federal Highway Administration Standard Specifications for

G.8

STATE PROJECT

NUMBER

SHEET

MT

PARK 2013(1)

A

M

N o v e m b e r

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m t-a w h .d g n

R J o h n s o n

W

M c

Q u is to n B

K in ih is a

C h e c k e d b y

D e s ig n e d b y

B E q s p a c e s

WALL SECTION

SECTION A-A

8.25" m a x

19.5

19.5

Revised by Amendment A0033

MT PARK 2013(1)

2'-0"

DOWNSPOUT DETAILS

WEST PARK STREET

Bed course, 6" depth

Bed course, 4" depth

Bed course, 4" depth

2'-0"

4" depth

Bed course, Bed course, 4" depth sidewalk

Existing

Existing downspout

Bed course, 4" depth

Bed course, 4" depth

Bed course, 4" depth

Bed course, 4" depth

Bed course, 4" depth

Bed course, 4" depth

Awning support

12" depth concrete, Foundation, Downspout

FOOTNOTE:

See Sheet H.6 for Foundation detail.

NO SCALE

concrete, 12" depth

Foundation, Type IV-B

Geotextile, 1'-0"

Overlap

2'-0"

4" depth concrete, Sidewalk, WEST PARK STREET

STATION 404+25

DETAIL A

DETAIL B

Downspout

Downspout building

Face of

Existing downspout

Downspout building

Face of building

Face of building

Face of

Va rie s

-2% (typ.)

Existing pillar to remain

Existing downspout

Suitable excavated material

Suitable excavated material

Awning support

Awning support

Awning support

H.5

STATE PROJECT

P

N o v e m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a te .d g n

R J o h n s o n

W

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

12" depth (sloped)

Curb and gutter, concrete, Sidewalk, concrete, 4" depth

12" depth (sloped)

Curb and gutter, concrete, 12" depth (sloped)

Curb and gutter, concrete, Sidewalk, concrete, 4" depth

STATION 404+71

Remove existing curb

6" to 8" depth

Placed riprap, class 1 (Basalt)

6" - 8" depth class 1 (Basalt)

Placed riprap, 9" m in

Trench floor, concrete, 4" depth

12" Drainage chase rail anchors, 6" O.C.

Drainage chase rails, continuous length of cover

Drainage chase cover

END SECTION

TYPICAL DRAINAGE CHASE

9" m in concrete surface finish to

Apply smooth

12"

Drainage chase rail anchors, 6" O.C.

Drainage chase rails, continuous length of cover

Drainage chase cover

MIDDLE SECTION

TYPICAL DRAINAGE CHASE

Concrete or stone curb/border

Sidewalk, concrete, 4" depth

Drainage chase, concrete, 4" depth length per plan

Drainage chase cover, concrete, 4" depth

Drainage chase, Drainage chase, concrete, 4" depth

Drainage chase end cap, match curb radius

Stone curb border finish to concrete surface

Apply smooth finish to concrete surface

Apply smooth

TRENCH DRAIN

cobbles (Backfill)

River finish to concrete surface

Apply smooth

Existing sidewalk and drainage chase

Drainage chase end cap,match curb radius cover, length per plan

Drainage chase

Sidewalk, concrete, 4" depth

See Detail A

Trench drain.

See Detail B

Bed course, 6" depth

Sidewalk, concrete, 4" depth

See Detail A

Trench drain.

See Detail B

Revised by Amendment A0033

(PSW03) 3

masonry edging)

18" depth. (stone

Stone curb, type 1, (stone masonry edging)

Stone curb, type 1, 18" depth.

(stone masonry edging)

Stone curb, type 1, 18" depth. 3

(W_PARK_LOT_02)

(W_PARK_LOT_02)

(W_PARK_LOT_02)

WEST PARK STREET PARKING LOT

WEST PARK STREET PARKING LOT

WEST PARK STREET PARKING LOT

STATION 406+90 500+78

STATION 407+36 501+24

STATION 407+41 501+29

(stone masonry edging)

Stone curb, type 1, 18" depth.

(stone masonry edging)

Stone curb, type 1, 18" depth.

NOTE:

NO SCALE

double gutter.

-inch above edges of4 1-inch to 8

1Finished street surface to be requirements of individual applications.

The width with proportional invert may vary to satisfy the design epoxy coated #4 rebar. 2-foot in length.

Dowel walk to curb and gutter with 2-foot maximum on center

2.

1.

3.

TRUNCATED DOME

SECTION

PLAN

.2

Truncated dome

WITH TRUNCATED DOMES

DETECTABLE WARNING PANELS

1.6"-2.4" C. to C.

50%-65% of the base diameter

Top diameter of

0.9"-1.4"

Base diameter of

Width of Ramp

DETAILS

ACCESSIBILITY RAMP

K.2

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a k b .d g n

R J o h n s o n

W

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

ADA RAMP

STONE CURB TRANSITION AT

grade at the ADA ramp

Cut/Shape stone masonry curbing to match

Curb, stone, type 1, 18" depth 1:10 Max.

M a x

1:10 Max.

1:10 Max. 1 M a x

1:10 Max.

Install per manufactured recommendations.

See Sheet K.1 for Plan locations.

Revised by Amendment A0033

"2

18"

NO SCALE

P o s t h e ig h t

5" O.D.

18" circle

Ø 12" Bolt

(4 per post)

Leveling nut

Ø 3" O.D. x 3" H. Tenon anchorage & wiring access

Door opening for

" H.2 1" x 6" x 48 head socket cap screw

S.S. button

"-20x 1"4 1(3)

"2

" I.D.4

Bird deterrent plate hinge

Canopy w/ chimney management

Thermal

LED chamber

IP 66 rated cast aluminum heat sink angled panel design power CREE XPE LED's in

(90 or 60) individual high adjustment port supply w/ wattage

Intelligent power set screw

S.S. cup point

" 4 3"-18x16

5(8)

" captive ring4 1w/ socket cap scre

S.S. button head

"8 5"-20 x 2 sink (Type II, III, or V)

Cast aluminum heat terminal block disconnect

Quick glass surfaces

No external vertical

FIXTURE DETAILS

DETAILS

LUMINAIRE

min.

3" See Sheet N.9 for details

Luminaire foundation, 18-INCH BASE, 12-FOOT POLE m a x

N.8

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d p a r k e h .d g n

R J o h n s o n

W

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A0033

3 NOTE:

Locate electrical outlets 3" above the base.

1.