NY010-Amherst-A2-Amherst Technical Exhibit-Repair Window Wells CSS 94099.pdf

PDF 10 MB Posted Apr 18, 2024

Attached to: CONSTRUCTION - Multiple Construction Projects - NY Federal contract opportunity
Solicitation number: W15QKN-24-R-5047
Issued by: Department of the Army Materiel Command Contracting Command Picatinny Arsenal

About this file

Written by GovTribe AI · Apr 18, 2024

This document is a Technical Exhibit for the repair of window wells associated with Solicitation Number W15QKN-24-R-5047 for multiple construction projects in NY. The Army Contracting Command - NJ intends to award one or more Firm Fixed Price Contracts as a result of this solicitation. The services required include, but are not limited to, repair of window wells. Three Statements of Work (SOW) and applicable maps/drawings are attached. A site visit will be pre-scheduled and posted in the solicitation. The required response date will be posted via the Procurement Integrated Enterprise Environment (PIEE) Solicitation Module. The procurement will use Lowest Price Technically Acceptable (LPTA) procedures. Offerors must be registered in the PIEE system with the Proposal Manager role to submit a quote/offer.

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NY052-Penn Yan-A2-CSS 94160-SOW-Repair Drill Hall Floor.docx	DOCX document	Apr 18, 2024
NY010-Amherst-A2-CSS 94099-SOW-Repair Window Wells.docx	DOCX document	Apr 18, 2024
NY052-Penn Yan-A2-CSS 94051-SOW-Update Building Controls.docx	DOCX document	Apr 18, 2024

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Amherst Technical Exhibit

CSS 94099

Amherst:

Horseheads:

• Window Well

• Downspout tie-in

• Replace and install new drains

• Stormwater Drainage Re-establish

• Tree and vegetation Removal

• Stormwater System As-Build Drawing

• Tree and Shrub Planting

• Window Wells pages 4 – 5

CUI//SP-PROCURE//LDC

0 10’ 20’

SCALE IN FEET

40’

OFFICE OFFICE OFFICE OFFICE

OFFICE

OFFICE OFFICEOFFICEOFFICE

OFFICEOFFICE

CORRIDOR

CORRIDOR CORRIDOR

OFFICE

OFFICE OFFICE OFFICE OFFICE

OFFICE

OFFICE OFFICE OFFICE OFFICE

OFFICE

LOBBY

VESTIBULE

OFFICE

TOILET

WOMEN’S

OFFICE

OFFICESTAIRS

CORRIDOR

ASSEMBLY HALL

OFFICE OFFICE

OFFICE

CLASSROOM

CORRIDOR

OFFICE

CORRIDOR

OFFICE

OFFICE OFFICE

STAIRS

OFFICE

OFFICEOFFICE

OFFICE

OFFICEOFFICEOFFICE

OFFICE

CORRIDOR

189 188

S001

181B

H102

E001

156 155

S002

152150

151149148147146

145 144

143142

138137136135

H102

107 106 105 104

S001

H100

120 119 118 117

116121

122 123 114 115

H100

125 126

128127

130 131

OFFICE

H101

OFFICE

KITCHEN

LOBBY

178 179

STAIRS

OFFICE

H102

OFFICE

CLASSROOM

LEARNING CENTER

OFFICE CONFERENCE ROOM

OFFICE

JAN. CL.

BREAK ROOM

RETENTION OFFICE

COPIER ROOM

IT ROOM

KITCHEN

190, 192, 193

105 SF

282 SF

212 SF 89 SF

214 SF

98 SF

161 SF

148 SF

1,673 SF

100 SF

84 SF

254 SF

395 SF

303 SF

83 SF

177 SF

303 SF

439 SF

102 SF

100 SF

113 SF

126 SF115 SF105 SF143 SF

324 SF

502 SF175 SF

106 SF

102 SF

146 SF85 SF103 SF

374 SF

73 SF143 SF

91 SF

618 SF

84 SF

170 SF 114 SF 95 SF

367 SF

112 SF

193 SF

88 SF

107 SF

120 SF

559 SF

113 SF

209 SF

812 SF

91 SF

540 SF

148 SF91 SF

408 SF

232 SF

172 SF

82 SF82 SF

104 SF 104 SF

296 SF

447 SF

614 SF

97 SF 97 SF 99 SF 99 SF

355 SF356 SF

105 SF 105 SF 105 SF

31 SF

772 SF

169 SF

259 SF

402 SF

72 SF

255 SF

33 SF

3,488 SF

433 SF

60 SF 60 SF

863 SF

197 SF

211 SF

DPW - CAD/ GIS BRANCH

99th REGIONAL SUPPORT COMMAND

AMHERST, NY

100 NORTH FOREST ROAD

NY010 (36830)/ USARC BUILDING

(BUILDING TOTAL 27,726 SF)

48 SF

TOILET

WOMEN’S

587 SF

MEN’S TOILET

DMW 2 OF 2

SHEET:DATE:FIELD VERIFIED:CHECKED:DRAWN:

23NOV15SJS SWK

FIRST FLOOR PLAN

NY010 (36830)

AMHERST, NY

AMHERST USARC

CUI//SP-PROCURE//LDC

1032794242121005.mil Line

1032794242121005.mil Rectangle

1032794242121005.mil Text Box Amherst - Window Wells

1032794242121005.mil Rectangle

1032794242121005.mil Text Box -All window well shall have a drain and concrete installed in the bottom of them.

-Window wells shaded in "Orange" shall have Plex-Glass cover placed over them.

-Window wells shaded in "Blue" shall have a 1-inch square mesh placed over them. The mesh shall be fastened to the steel grate in a way to protect the edges from being displaced.

1032794242121005.mil Rectangle

Downspouts to be tied into the drain-piping.

“Blue” Dotted lines notes the approximate path of downspout underdrain.

-Install 6-Inch non-perforated SDR 35 gasketed drainpipe and tie into existing drainpipes -Install cleanout at the bottom of the downspouts prior to the underdrain and in the grassy area prior to the asphalt.

Underdrain piping to be replaced as noted on page 4.

Catch Basin 634.3

634.3 Discharge

Replace existing 12-inch drainpipe:

- Install approximately 115-linear-feet of 18-inch NON-perforated HDPE pipe

- Install a concrete wing wall structure at the discharge point

Replace existing 105-linear-feet of 6-inch drainpipe:

– Install 8-inch non-perforated SDR 35 gasketed drainpipe -Install a cleanout in the grassy area between the stairs and the asphalt.

-The stairwell shall NOT be removed or replaced. Existing drainpipe shall be tied into in the grassy area to the outside of the stairwell.

Install a new drain:

-60-linear-feet of 8-inch non-perforated SDR 35 gasketed drainpipe starts here

Install a new drain:

-40-linear-feet of 6-inch perforated SDR 35 drainpipe in this area.

-Place a cleanout at the leading end of the pipe.

-See additional work to be completed in this area on page 5.

Drain in this stairwell is clogged.

**NOTE** The Contractor may find existing drainpipes and utilities in these areas. Additional technical information and As-Build Drawing shall be furnished to the awarded Contractor.

* If the foundation drainpipe is exposed during excavation, it shall be tied into the drainpipe.

1032794242121005.mil Polygon

1032794242121005.mil Text Box **NOTES** 1 "Yellow" Area shaded in "Yellow" shall have approximately 6-inches of the sod and soils buildup removed.

-The area shall be shaped to allow all water to drain from the area.

-The water shall drain over the curbing onto the asphalt.

1032794242121005.mil Text Box The dotted line notes the location that the requested under drain shall be installed.

-Drain to be placed in the center of the grassy area.

-A 6-inch SDR 30 perforated drain shall be installed.

-The pipe shall rest on a bed of washed stone and then be encased in washed stone.

-The washed stone shall full the drainage trench and be flush with the surrounding ground surface.

-The depth shall be dictated by the terrain, but the intent is to remove the water as quickly as possible to prevent it from infiltrating or ponding along this section of the basement wall.

1032794242121005.mil Line

1032794242121005.mil Text Box North

1032794242121005.mil Polygon

1032794242121005.mil Text Box **NOTES** 2 "Teal" Area shaded in "Teal" shall have sod removed to form a V-shaped swale. Between the building and the curbing.

-The swale shall be shaped to ensure water flows to the north and not towards the building.

-Swale width and depth shall be determined by the terrain. At a minimum the swale shall be 6-foot wide x 6-inches deep.

-Removed material shall be removed from the property.

1032794242121005.mil Text Box Amherst - Under Drain

1032794242121005.mil Line

1032794242121005.mil Text Box Top soils shall be installed along the wall to build up this area to force water away from the building. The buildup shall be a minimum of 6-inches in depth and extend out from the wall 4-foot.

1032794242121005.mil Line

Line

1032794242121005.mil Polygonal Line

1032794242121005.mil Text Box Stormwater Tail Ditch to be reestablished:

-All silt and undesirable vegetation to be removed from the property.

- The bottom of the tail ditch shall be even with the bottom of discharge pipe and below all inlet pipes and wing walls (noted in dark blue).

-The bottom of the tail ditch shall be smooth and allow for even and slow water flow.

1032794242121005.mil Line

1032794242121005.mil Pencil

1032794242121005.mil Text Box Catch Basin 634.3 & its Discharge

1032794242121005.mil Line

1032794242121005.mil Polygon

1032794242121005.mil Text Box Stormwater Detention Structure- -Power jet pipe to ensure pipe outlets is open and free flowing.

-Clean and reestablish the structure -The bottom of the structure shall be smooth -Remove vegetation from in and around the structure.

-The Contractor shall ensure detention structure inlet and outlet pipes are not damaged.

1032794242121005.mil Text Box Amherst - Stormwater Tail Ditch, Detention Structure, and Discharge Ditch

1032794242121005.mil Oval

1032794242121005.mil Line

1032794242121005.mil Text Box Amherst - Tree & Brush Removal

1032794242121005.mil Text Box Remove approximately 4 smaller trees in this area

1032794242121005.mil Text Box Remove approximately 4 larger and 1 smaller trees from this area.

1032794242121005.mil Line

1032794242121005.mil Polygon

1032794242121005.mil Text Box Remove this larger tree

1032794242121005.mil Line

1032794242121005.mil Text Box The tree on this end of the area is the only tree to remain in place.

1032794242121005.mil Line

1032794242121005.mil Text Box 6 bushes and various scrub brush to be removed from the general area.

1032794242121005.mil Polygon

1032794242121005.mil Text Box Total vegetation to be removed from the Stormwater management area located with-in the "Yellow" dotted line:

5-each small trees 5-each larger trees 6-each bushes All scrub brush

1032794242121005.mil Text Box Amherst - As-Build Drawings - Stormwater System

1032794242121005.mil Text Box Amherst - Tree & Brush Planting

1032794242121005.mil Text Box Dogwood tree shall be planted in this areas at least 4 feet from the channeling of the stormwater.

1032794242121005.mil Text Box This tree shall remain in place.

1032794242121005.mil Line

1032794242121005.mil Text Box Dogwood tree shall be planted in this areas at least 4 feet from the channeling of the stormwater.

1032794242121005.mil Oval

1032794242121005.mil Line

275 sf

ELEC

MECH /

885 sf 560 sf

175 sf

275 sf

160 sfCRAWL SPACE

UNEXCAVATEDUNEXCAVATED

980 sf

UNEXCAVATED

STOR.

TRAINING

PHYSICAL

1,230 sf

80 sf

280 sfCRAWL SPACE 337 sfCORRIDOR

170 sf

CORRIDOR

STORAGE

30 sf

ELEC

MECH /

120 sf

STAIRS

UNEXCAVATED

310 sf

OFFICE

540 sf

STOR

830 sf

STOR

280 sf

MEN

290 sf

230 sf

395 sf

P.T.

STOR.

450 sf

ROOM

ARMS

250 sf

STOR.

250 sf

ROOM

BOILER

280 sf

WOMEN

40 sf

30 sf

ELECTRIC

40 sf

STAIRS

30 sf

STAIRS

540 sf

CORR.

19SEP13

SHEET NUMBER:DATE:DATE:DATE: SHEET NUMBER:SHEET NUMBER:CHECKED BY:DRAWN BY:

DMW JD / SK

0 20’

SCALE IN FEET

40’ 80’

HORSEHEADS, NY

3126 UPPER LAKE ROAD

AFRC BUILDING

NY030 (36870)

(BUILDING TOTAL 16,813 SF)

99TH REGIONAL SUPPORT COMMAND

BASEMENT FLOOR PLAN

NY030 / 36870

HORSEHEADS, NY

CPT ALDEN D ALLEN AFRC

KEY PLAN

CUI//SP-PROCURE//LDC

1032794242121005.mil Rectangle

1032794242121005.mil Text Box Horseheads - Window Wells

1032794242121005.mil Polygon

1032794242121005.mil Rectangle

1032794242121005.mil Text Box -All window well shall have a drain and concrete installed in the bottom of them. Except those that are not accessible.

-Window wells shaded in "Orange" shall have Plexiglas cover placed over them.

-Window wells shaded in "Blue" shall have a 1-inch square mesh placed over them. The mesh shall be fastened to the steel grate in a way to protect the edges from being bent or displaced.

1032794242121005.mil Rectangle

Rectangle

NY010-Amherst-A2-CSS 32365-Technical Exhibit 3 - Underground Utilities.pdf

AmherstReport

Amherst ARC FOS

Amherst ARC Comm

Amherst ARC Electric

Amherst ARC Gas

Amherst ARC Wastewater

Amherst ARC Water

NY010-Amherst-A2-CSS 32365-Technical Exhibit 3 - Underground Utilities.pdf

AmherstReport

Amherst ARC FOS

Amherst ARC Comm

Amherst ARC Electric

Amherst ARC Gas

Amherst ARC Wastewater

Amherst ARC Water

NY010-Amherst-A2-CSS 32365-Technical Exhibit 1- AS-Build Drawings and Drainage Draft.pdf

NY010_0146.pdf

Blank Page

Underground Utilities - Amherst ARC_NY010.pdf

AmherstReport

Amherst ARC FOS

Amherst ARC Comm

Amherst ARC Electric

Amherst ARC Gas

Amherst ARC Wastewater

Amherst ARC Water

Amherst Technical Exhibit cover page.pdf

Amherst Technical Exhibit�CSS 94099

V-Shaped Swale.pdf

Slide Number 1

Drainage Presentation.pdf

Slide Number 1

Amherst Technical Exhibit cover page.pdf

Amherst Technical Exhibit�CSS 94099

Drainage Presentation.pdf

Slide Number 1

Slide Number 2

Amherst Technical Exhibit cover page.pdf

Amherst Technical Exhibit�CSS 94099

Amherst Technical Exhibit cover page.pdf

Amherst Technical Exhibit�CSS 94099

Drainage Presentation.pdf

Slide Number 1

Slide Number 2

File details come from the government source that posted it. Updated Apr 18, 2024.