3 - Lake Pueblo SP - Swim Beach Renovations dwgs_Part2.pdf

PDF 2 MB Posted Dec 19, 2016

Attached to: Lake Pueblo State Park, Swim Beach Renovations
Solicitation number: IFB1 PMAA 2017000132 3
Issued by: Ouray County, Denver City, Colorado

About this file

Written by GovTribe AI · Mar 13, 2026

This document is a comprehensive set of architectural design drawings for the 2016 Swim Beach Renovations project at Lake Pueblo State Park, prepared by GWP (Greenley & Associates). The project encompasses renovations to both a restroom building and a concession/maintenance building at the swim beach facility. The scope includes construction of new restroom facilities (men's, women's, and utility areas), a multi-purpose space, changing rooms, office/vendor space, and maintenance area. Key architectural elements include new brick veneer and stucco exterior finishes, standing seam metal roofing with skylights, scissor trusses, metal fascia and gutters, and interior finishes with acid-stained concrete flooring in restrooms and resilient tile flooring in multi-purpose areas. The drawings provide detailed plans, elevations, sections, and specifications for structural elements including foundation details with concrete slabs, framing requirements, and anchor bolt specifications. Electrical and utility systems are extensively documented, including lighting fixture schedules specifying LED fixtures, ceiling-mounted occupancy sensors, and wall-mounted LED packs; plumbing layouts for hot and cold water distribution and drainage systems; and HVAC provisions with ductwork and ventilation details.

The drawing set consists of 17 sheets (dated August 2016) and includes demolition and remodeling plans for integrating new construction with existing structures, foundation and slab-on-grade details with reinforcement specifications, roofing plans detailing re-roofing with TPO/PVC membranes and tapered insulation, comprehensive roofing details with flashing specifications and stormwater infiltration systems, and miscellaneous building details including lintel sections for new door and window openings. The project incorporates sustainable features such as stormwater infiltration chambers and energy-efficient insulation specifications (R-20 batt and R-38 blow-in). Construction requirements emphasize contractor responsibility for temporary shoring during demolition, plumbing layout in accordance with state permits, water system drainage provisions with cleanouts, and adherence to manufacturer specifications for roofing materials and installation methods. The design provides flexibility in certain areas, such as glass block height adjustments based on brick courses and lighting location adjustments to minimize wiring relocations.

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Other files

File	Type	Posted
9 - Original Construction_Part6.pdf	PDF	Dec 19, 2016
5 - Original Construction_Part2.pdf	PDF	Dec 19, 2016
16 - Original Construction_Part13.pdf	PDF	Dec 19, 2016
2 - Lake Pueblo SP - Swim Beach Renovations dwgs_Part1.pdf	PDF	Dec 19, 2016
1 - Lake Pueblo SP Swim Beach Renovations Main Bid Package.pdf	PDF	Dec 19, 2016
4 - Original Construction_Part1.pdf	PDF	Dec 19, 2016
14 - Original Construction_Part11.pdf	PDF	Dec 19, 2016
13- Original Construction_Part10.pdf	PDF	Dec 19, 2016
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18 - Original Construction_Part15.pdf	PDF	Dec 19, 2016
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17 - Original Construction_Part14.pdf	PDF	Dec 19, 2016
11 - Original Construction_Part8.pdf	PDF	Dec 19, 2016
19 - Original Construction_Part16.pdf	PDF	Dec 19, 2016
7 - Original Construction_Part4.pdf	PDF	Dec 19, 2016
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Capital Construction Contract (non-Federal) TEMPLATE.doc	DOC document	Dec 19, 2016
15 - Original Construction_Part12.pdf	PDF	Dec 19, 2016

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LAKE PUEBLO SP

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2016 SWIM BEACH RENOVATIONS

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RESTROOM ELEVATIONS (CONT)

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(3) 2x10 Header

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AutoCAD SHX Text Notes: 1. Height of glass block sections can be adjusted based on brick course to limit cutting Height of glass block sections can be adjusted based on brick course to limit cutting of veneer. 2. All Openings shall have a (3) 2x6 Header unless noted otherwise.All Openings shall have a (3) 2x6 Header unless noted otherwise.

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AutoCAD SHX Text Notes: 1. Ceiling and soffit heights may vary slightly based on the truss manufacturer's design. Ceiling and soffit heights may vary slightly based on the truss manufacturer's design. 2. Plumbing layout is for schematic purposes only. Contractor will be responsible for Plumbing layout is for schematic purposes only. Contractor will be responsible for laying out drain piping and venting in accordance with the State Plumbing Permit requirements. Cleanouts shall be provided at the end of each run to allow for proper maintenance. 3. Water line layout shall be determined by the contractor. Water lines shall have fitting, Water line layout shall be determined by the contractor. Water lines shall have fitting, valves and drains to allow for draining of the system and attachment of air compressor for blowing the system out annually. 4. * Urinal Mounting Ht - 24" or 17" (Refer to Plan View)* Urinal Mounting Ht - 24" or 17" (Refer to Plan View)

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AutoCAD SHX Text Demolition Plan

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AutoCAD SHX Text Notes: 1. All existing lighting to be removed. Refer to electrical All existing lighting to be removed. Refer to electrical plan for new lighting layout. 2. Structural Hangers to be Painted to match existing Structural Hangers to be Painted to match existing hangers 3. Contractor is responsible for providing temporary shoring Contractor is responsible for providing temporary shoring as needed to support structure during demo and construction. 4. All existing roof penetrations which are no longer All existing roof penetrations which are no longer applicable shall be removed and patched. 5. Terminate Existing Water Line at Foundation Wall and Stub Terminate Existing Water Line at Foundation Wall and Stub Locations in walls. Remove all utility lines outside of foundation limits.

AutoCAD SHX Text 5 "x21 Glulam Beam 18"x21 Glulam Beam (Re-use from Canopy)

AutoCAD SHX Text (3)2x6 Jack Stud with Full Height King Stud (Each End)

AutoCAD SHX Text New Double 2x6 Header with L4x4x " Steel Angle 38" Steel Angle for Brick Support (Paint to Match Metal Trim)

AutoCAD SHX Text Use GluLams (To Be Removed) at Locations as Indicated

AutoCAD SHX Text HGU 5.25-SDS (Facemount) HGLT 5 (Top Flange)

AutoCAD SHX Text Remove and Reset Door in New Location

AutoCAD SHX Text Remove Structural Wall

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AutoCAD SHX Text 5 "x21 Glulam Beam (Re-use from Canopy)18"x21 Glulam Beam (Re-use from Canopy)

AutoCAD SHX Text 8'x9' Overhead Coil Door

AutoCAD SHX Text Stucco Curved Wall (Between Columns) - Full Ht to Match New Building

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AutoCAD SHX Text Remove and Dispose of Condenser and Associated Conduit and Wiring

AutoCAD SHX Text Remove Rooftop Cooling Unit and Associated Conduit and Wiring

AutoCAD SHX Text Stone Sill/Counter (See Spec 04735), Top of Counter 36" Max Above Finished Floor Elevation

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AutoCAD SHX Text Remove and Replace Overhead Coil Door w/Operator

AutoCAD SHX Text Cut Brick/Wall Section to 33" Above Finished Floor

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AutoCAD SHX Text Light Switch w/Motion Sensor and Dual Control

AutoCAD SHX Text Ceiling Mounted Occupancy Sensor

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AutoCAD SHX Text Exit Sign w/Lights and Battery Backup

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LAKE PUEBLO SP

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2016 SWIM BEACH RENOVATIONS

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AutoCAD SHX Text Notes: 1. All outlets shown are new. Existing conduit and boxes may be reused where they correspond with the identified outlets on the drawing. Contractor to run new wiring All outlets shown are new. Existing conduit and boxes may be reused where they correspond with the identified outlets on the drawing. Contractor to run new wiring as needed to address removed outlet conditions. 2. All light switches shall be replaced. Electrical boxes may be reused when the existing box locations matches proposed locations. All light switches shall be replaced. Electrical boxes may be reused when the existing box locations matches proposed locations. 3. Lighting locations may be adjusted slightly to match location of original lighting to reduce wiring relocations and number of penetrations in ceilings and walls. Lighting locations may be adjusted slightly to match location of original lighting to reduce wiring relocations and number of penetrations in ceilings and walls. 4. All exterior wall mounted lighting shall be removed and replaced with LED wall packs (See Specifications). Additional LED wall pack locations are also being installed. All exterior wall mounted lighting shall be removed and replaced with LED wall packs (See Specifications). Additional LED wall pack locations are also being installed. 5. All Lavatories shall have both hot and cold water supplied to them. All Lavatories shall have both hot and cold water supplied to them. 6. The lighting for each restroom should be on separate circuits to allow for shutting each system off independently from the panel board if necessary. The lighting for each restroom should be on separate circuits to allow for shutting each system off independently from the panel board if necessary. 7. A 1 " PRV shall be installed where waterline enters building. Waterline can then be transitioned to a 1" A 1 " PRV shall be installed where waterline enters building. Waterline can then be transitioned to a 1" 12" PRV shall be installed where waterline enters building. Waterline can then be transitioned to a 1" 8. Plumbing contractor to provide a drain in the utility chase area at the lowest point in the water system within the building. Drain should be such that a standard hose Plumbing contractor to provide a drain in the utility chase area at the lowest point in the water system within the building. Drain should be such that a standard hose can be connected for draining the system into the floor drain. A standard ball valve shall be installed on each side of the drain. 9. Water lines shall be ran such that they flow back toward the drain. Sags or low spots which do not drain naturally when the system is not charged and open shall be Water lines shall be ran such that they flow back toward the drain. Sags or low spots which do not drain naturally when the system is not charged and open shall be rerouted by the Contractor. 10. All waterlines internal to the building shall be 1" (CW) and " (HW) unless otherwise noted. If supply for water heater is shared with cold water supply for fixtures, line All waterlines internal to the building shall be 1" (CW) and " (HW) unless otherwise noted. If supply for water heater is shared with cold water supply for fixtures, line 34" (HW) unless otherwise noted. If supply for water heater is shared with cold water supply for fixtures, line should be upsized to 1 ". 14".

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VPF83 4-2F32T8-120-CP-WHT-WET-PC

AutoCAD SHX Text Aluminum w/Wet Location Listing and Photocell. Polycarbonate lens (Flourescent)

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VPF83 4-2F32T8-120-CP-WHT

AutoCAD SHX Text Aluminum. Polycarbonate lens (Flourscent)

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VPF83 4-2F32T8-120-CP-WHT

AutoCAD SHX Text Aluminum. Polycarbonate lens (Flourscent)

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ISS-C02-LED-E1-GZW-BK-P

AutoCAD SHX Text Black LED wall pack (Quarter Sphere) w/Photocell

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AutoCAD SHX Text Provide Power for Door Operator

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Vendor/Maint Utilities

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AutoCAD SHX Text Remove Existing Surfacing, Prep and Install Resilient Tile Flooring

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AutoCAD SHX Text Unformed Finish Per Specifications and Seal

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AutoCAD SHX Text Notes: 1. All interior GWB walls to remain shall be patched and repainted. All interior GWB walls to remain shall be patched and repainted. 2. All interior Brick walls shall be power washed after completion of All interior Brick walls shall be power washed after completion of demolition work.

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AutoCAD SHX Text Trim Opening with Metal Fascia, Install precast stone sill to match building sill, Manual Operator

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AutoCAD SHX Text All Remaining Shade Structure

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AutoCAD SHX Text Remove and Replace Door

Remove and Replace Door

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DATE

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DATE

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PROJECT NO.

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SHEET NO.

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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GWP

AutoCAD SHX Text 08/16

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GWP

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C17PU1

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FOUNDATION PLAN

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AutoCAD SHX Text Treated 2x

AutoCAD SHX Text Cast-in-place anchor

AutoCAD SHX Text 6x6-W4xW4 (Throughout Slab)

AutoCAD SHX Text #4 Rebar

AutoCAD SHX Text 2" Rigid Board Insulation

AutoCAD SHX Text #4 Rebar @ 12" O.C. E.W.

AutoCAD SHX Text All Subgrade Below Building to be Compacted to 95% Std Proctor

AutoCAD SHX Text Exterior Grade (10% Min Away)

AutoCAD SHX Text Saw Cut Joint ( Thickness 14 Thickness of Slab). Fill With Sealant

AutoCAD SHX Text WWF - Locate Mid-Slab

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6" ABC

AutoCAD SHX Text Compacted Subgrade

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AutoCAD SHX Text Foundation Section

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AutoCAD SHX Text Foundation Plan

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AutoCAD SHX Text Construction Joint

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AutoCAD SHX Text Thickened Slab

AutoCAD SHX Text Anchor Sill Plates to Concrete Foundation Using " Diameter 12" Diameter Steel Bolts. Bolts Shall Be Embedded a Minimum of 7" Into the Foundation Wall. Locate Bolts Such That There Is a Bolt At Each End of Each Wall Section (12" Max, 4" Min From End) and Spaced No More Than 6 Feet O.C. Along Wall. Where Wall Section is Less Then 6 Feet a Minimum of One Bolt On Each End of the Wall Shall Be Provided.

AutoCAD SHX Text

AutoCAD SHX Text Sidewalk Section

AutoCAD SHX Text Provide (4) 12"L #4 Smooth Dowels at 1' O.C. at Doorways

AutoCAD SHX Text Provide " Expansion Joint Between 12" Expansion Joint Between Exterior Slab and Foundation Wall.

AutoCAD SHX Text 2%%% Slope (Max)

AutoCAD SHX Text Refer to Site Plan Drawings for Exterior Slab Layout

AutoCAD SHX Text Provide Tie-Down Straps at End of Each Wall To Foundation

AutoCAD SHX Text Base Flashing (Extend 1" Minimum Down Foundation Wall, 6" Up Wall)

Base Flashing (Extend 1" Minimum Down Foundation Wall, 6" Up Wall)

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DATE

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DATE

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PROJECT NO.

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SHEET NO.

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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GWP

AutoCAD SHX Text 08/16

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GWP

AutoCAD SHX Text 08/16

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C17PU1

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ROOFING PLAN (REROOF)

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AutoCAD SHX Text Re-Roofing Plan

AutoCAD SHX Text 18"/ft Tapered Insulation

AutoCAD SHX Text Notes: 1. Provide tapered insulation as indicated on drawings. "/ft taper. Provide tapered insulation as indicated on drawings. "/ft taper. 18"/ft taper. 2. Roofing material shall be installed in accordance with Manufacturer's Requirements and details. Roofing material shall be installed in accordance with Manufacturer's Requirements and details. 3. Provide new metal flashing on the perimeter of the new roofing. Metal fascia shall also be provided around the perimeter of the roof where roof has exposed wood on outer Provide new metal flashing on the perimeter of the new roofing. Metal fascia shall also be provided around the perimeter of the roof where roof has exposed wood on outer edge. Fascia material shall extend to bottom of wood section and terminate with a drip edge. 4. Provide all flashing as needed for new skylights. Skylights shall be set in accordance with the manufacturer's recommendations. Provide all flashing as needed for new skylights. Skylights shall be set in accordance with the manufacturer's recommendations. 5. Remove Existing Downspouts and Scuppers and Provide New 6" Gutters and Downspouts with roof scuppers to match metal fascia (Location and Qnty shall be similar to Remove Existing Downspouts and Scuppers and Provide New 6" Gutters and Downspouts with roof scuppers to match metal fascia (Location and Qnty shall be similar to existing). Adjust scupper locations to minimize bends in downspouts. 6. Dimensions shown are approximate. Contractor shall verify dimensions prior to ordering materials. Dimensions shown are approximate. Contractor shall verify dimensions prior to ordering materials. 7. All existing roof penetrations except those shown or required as part of any remaining mechanical equipment, shall be removed and the roof decking patched.All existing roof penetrations except those shown or required as part of any remaining mechanical equipment, shall be removed and the roof decking patched.

AutoCAD SHX Text Install New 6" Gutter Along Roof Edge

AutoCAD SHX Text Locate Downspout to Drain to Landscape Area.

AutoCAD SHX Text 18"/ft Tapered Insulation

AutoCAD SHX Text Tapered Insulation

AutoCAD SHX Text Scupper and Downspout

AutoCAD SHX Text Skylight (Typ)

AutoCAD SHX Text Install Tapered Insulation Over Buildings Only

AutoCAD SHX Text No Tapered Insulation Required Over Shade Structure. Remove Existing Roofing and Provide Decking as Needed to Meet Warranty Manufacturer's Warranty Requirements. At a Minimum all Aggregate Ballast Shall be Removed.

AutoCAD SHX Text Install New Parapet Flashing (Typ)

AutoCAD SHX Text Provide New Edge Roof Flashing

AutoCAD SHX Text Scupper and Downspout

AutoCAD SHX Text Provide Water Dam Style Flashing Along All Roof Edges (Not Shown as having a Parapet or Gutter) to Help Direct Runoff to Roof Scuppers

AutoCAD SHX Text Provide Metal Flashing Caps on Masonry Columns

AutoCAD SHX Text Route Downspout Into Infiltrator Connection

AutoCAD SHX Text 8" PVC Infiltrator Connection

AutoCAD SHX Text Quick 4 Chamber System (4 Chambers Minimum)

AutoCAD SHX Text 8" PVC Overflow Line (Extend to Below Lake Level 1' Minimum, End of Pipe Shall Remain Covered 6" Min Cover) Line shall be minimum 2' Below Grade

AutoCAD SHX Text Similar as Opposite Side

Similar as Opposite Side

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AutoCAD SHX Text Inside Corner

AutoCAD SHX Text Roof Edge Using TPO/PVC Seamable Flashing (Refer to Manufacturer's Details)

AutoCAD SHX Text Lap Splice T-joint with Unsupported Flashing

AutoCAD SHX Text 6 in.

AutoCAD SHX Text Note: 1. Existing ballast and flashing at wall locations shall be removed. Existing vent roof penetration shall be removed and replaced with TPO/PVC flashing. Existing ballast and flashing at wall locations shall be removed. Existing vent roof penetration shall be removed and replaced with TPO/PVC flashing. 2. All existing roof top penetrations shall be removed and holes shall be appropriately covered. Where exposed to view cover material shall be stained to All existing roof top penetrations shall be removed and holes shall be appropriately covered. Where exposed to view cover material shall be stained to match wood deck. 3. Remove all existing ballast material prior to placing new insulation or dens deck material. Remove all existing ballast material prior to placing new insulation or dens deck material. 4. Contractor shall ensure that fasteners used to secure the insulation are of appropriate length to penetrate fully into the existing roof decking without Contractor shall ensure that fasteners used to secure the insulation are of appropriate length to penetrate fully into the existing roof decking without being exposed on the underside of the deck. 5. All plates and fasteners shall be in accordance with the TPO/PVC and insulation manufacturer's requirements. All plates and fasteners shall be in accordance with the TPO/PVC and insulation manufacturer's requirements. 6. Insulation fastening pattern shall be in accordance with roofing manufacturer's recommendations. Insulation fastening pattern shall be in accordance with roofing manufacturer's recommendations. 7. Apply TPO/PVC cut edge sealant to all cut reinforced TPO/PVC edges. Apply TPO/PVC cut edge sealant to all cut reinforced TPO/PVC edges. 8. Roofing details not shown shall be done in accordance with TPO/PVC Manufacturer's recommendations. Roofing details not shown shall be done in accordance with TPO/PVC Manufacturer's recommendations. 9. All seams shall be heat welded.All seams shall be heat welded.

AutoCAD SHX Text Roof Insulation (New)

AutoCAD SHX Text Roof Insulation (Existing)

AutoCAD SHX Text Roof Deck

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text Heat Welded Lap

AutoCAD SHX Text Plate and Fastener (12" O.C.)

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text Prime Membrane Area Behind Sealant with TPO/PVC Primer

AutoCAD SHX Text Sealant

AutoCAD SHX Text Termination Bar Fastened 8" O.C. (Parapet Caps shall Extend Below the Termination Bar to Prevent Water Infiltration)

AutoCAD SHX Text TPO/PVC Bonding Adhesive

AutoCAD SHX Text Water Block

AutoCAD SHX Text Wall/Curb Flashing w/Termination Bar Detail

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CUT EDGE SEALANT DETAIL

AutoCAD SHX Text Roof Insulation (New)

AutoCAD SHX Text Roof Insulation (Existing)

AutoCAD SHX Text Roof Deck

AutoCAD SHX Text Heat Weld Lap

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text Roof Insulation (New)

AutoCAD SHX Text Roof Insulation (Existing)

AutoCAD SHX Text Roof Deck

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text TPO/PVC Sealant

AutoCAD SHX Text TPO/PVC Flashing

AutoCAD SHX Text TPO/PVC Primer

AutoCAD SHX Text Fastener 8" O.C.

AutoCAD SHX Text Water Dam Style Metal Flashing

AutoCAD SHX Text New Metal Fascia

AutoCAD SHX Text Plate and Fastener

AutoCAD SHX Text Treated Wood Nailer

AutoCAD SHX Text Pre-Molded TPO/PVC Inside/Outside Corner

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text TPO/PVC Unsupported Flashing

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text Roof Insulation (New)

AutoCAD SHX Text Roof Insulation (Existing)

AutoCAD SHX Text Roof Deck

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text Pre-Molded TPO/PVC Pipe Flashing

AutoCAD SHX Text Stainless Steel Clamping Ring

AutoCAD SHX Text TPO/PVC Sealant

AutoCAD SHX Text Plate and Fastener

AutoCAD SHX Text Heat Weld

AutoCAD SHX Text Plate and Fastener

AutoCAD SHX Text Roof Penetration Detail

AutoCAD SHX Text Outside Corner

AutoCAD SHX Text 6 in. (Min.)

AutoCAD SHX Text Pre-Molded TPO/PVC Inside/Outside Corner

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text Fasten New Nailer to Existing (6" O.C.)

AutoCAD SHX Text All Seams Shall be Heat Welded

AutoCAD SHX Text Roof Edge Using TPO/PVC Flashing

AutoCAD SHX Text Tapered Insulation (New)

AutoCAD SHX Text Roof Insulation (Existing)

AutoCAD SHX Text Metal Roof Deck (Existing)

AutoCAD SHX Text TPO/PVC Membrane

AutoCAD SHX Text TPO/PVC Sealant

AutoCAD SHX Text TPO/PVC Flashing

AutoCAD SHX Text TPO/PVC Primer

AutoCAD SHX Text Fastener 4" O.C.

AutoCAD SHX Text 2 Piece Metal Snap on Fascia

AutoCAD SHX Text Existing Metal Trim

AutoCAD SHX Text Plate and Fastener (12" O.C.)

AutoCAD SHX Text Treated Wood Nailers (2x6 cut as needed)

AutoCAD SHX Text Fasten New Nailer to Existing (6" O.C.)

AutoCAD SHX Text New Cover Board ( ")12")

AutoCAD SHX Text 12" Coverboard (New)

AutoCAD SHX Text Drip Edge

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PROJECT NO.

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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GWP

AutoCAD SHX Text 08/16

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GWP

AutoCAD SHX Text 08/16

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C17PU1

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ROOFING DETAILS

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ASSUMED WEATHERPROOFING MEMBRANE

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ADD FLASHING

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NEW BRICK OR REPLACE EXISTING IF NEEDED DURING OPENING CUT

AutoCAD SHX Text 4X4X STEEL LINTEL - BEAR ON 4" 38 STEEL LINTEL - BEAR ON 4" OF BRICK ON EACH SIDE OF OPENING

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SHIM AND SEALANT AS NEEDED

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SHEATHING

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PROVIDE MIN. 4" BEARING LENGTH OF ANGLE ONTO BRICK EACH SIDE

AutoCAD SHX Text L4x4x STEEL ANGLE OVER 38 STEEL ANGLE OVER OPENING TO SUPPORT BRICK

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NEW WINDOW OR DOOR INSERTED INTO EXISTING WALL

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PROJECT NO.

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SHEET NO.

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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GWP

AutoCAD SHX Text 08/16

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GWP

AutoCAD SHX Text 08/16

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C17PU1

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MISC BLDG DETAILS

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OF 17

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AutoCAD SHX Text Lintel Section View

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AutoCAD SHX Text Lintel Elevation View

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AutoCAD SHX Text Compressor Connection

AutoCAD SHX Text Ball Valve (match line size)

AutoCAD SHX Text X"x X" x " Tee12" Tee

AutoCAD SHX Text 12" Ball Valve W/Threaded Connection

AutoCAD SHX Text Waterline

AutoCAD SHX Text

AutoCAD SHX Text Stormwater Infiltrator

AutoCAD SHX Text Semi-Compacted Native Backfill

AutoCAD SHX Text Beach Sand, Remove Over Trench Area and Reset

AutoCAD SHX Text Quick 4 Standard Chamber

Native Soil

File details come from the government source that posted it. Updated Mar 11, 2026.