Addendum 5

C E N T R A L S E R V I C E S

P.O. BOX 447 ALBANY, GA 31702 | PHONE: 229.431.3211 | FAX: 229.431.2184 | www.albanyga.gov

10/27/2022

TO: ALL POTENTIAL BIDDERS

SUBJECT: DRISKELL PARK

Invitation to Bid Ref. #23-007

Arch. Project No. 20091-1

ADDENDUM NO. 5

The items contained in this addendum are added to and/or deleted from and become part of the specifications and proposal documents for the above-referenced Invitation to Bid. Bidders must acknowledge receipt of the Addendum on the Bid Form, located in the invitation to bid, when the bids are submitted. Where any original item is amended, voided, or superseded hereby, the provision of such item not so specifically amended, voided, or superseded shall remain in effect.

PERTAINING TO THE FRONT-END DOCUMENTS

ITEM 1 Invitation to Bid; Replace the first paragraph with the following:

“Sealed Bids will be received by the City of Albany, Procurement Division, Suite 260, 222 Pine Avenue, Albany, Georgia, until November 2, 2022, at 2:30 p.m. for DRISKELL PARK 1021 S McKINLEY STREET, in accordance with Drawings, Specifications and other Contract Documents. Bids will be opened and publicly read aloud at the above stated time and place. The scope of work is contained in the bid documents.”

NARRATIVE:

This addendum includes revised drawings, clarifications and responses to questions received prior to issuance of the addenda, and responses to substitution requests received prior to issuance of the addenda.

Clarifications

1. Not applicable.

Project Drawing Revisions

1. General

a. Not applicable.

2. Architectural

a. Not applicable.

3. Site

a. Not applicable.

Project Specification Revisions

1. Specifications Sections:

a. 20091-1_000002_ ITB.pdf

Received Bidder Questions

1. Spec Section 01 22 00 (Unit Prices) discusses rock excavation and has quantities listed to be included in the contract sum. There is 1,000 CY of Rock Open Excavation and 500

CY of Rock Trench Excavation listed and states these amounts are to be included in the contract sum. We do not typically encounter rock around here so I just want to confirm if you want this included in our bid sum. Include in the bid sum.

a. Include in the bid sum. The dollar amount will remain in the contract as a contingency allowance.

2. Sheet C4.00 calls for a basketball court coloring system by Southern Sports Surfaces, Inc. This company appears to be out of business and the product listed to be used appears it was proprietary to this company. Is there an alternate company or a performance spec the Owner would like us to use?

a. See C4.00 Detail 2. Basketball Court Surfacing to be Nova Sports, Model Nova Play, 1-

800-USA-NOVA, or approved equal.

3. What size should the footings be for the basketball goals?

a. Contractor to coordinate with manufacturer for recommended footing size.

4. Details 1 & 2 on sheet C4.01 show stone underneath the drainage system for the alternate synthetic turf field at a minimum depth of 6”? Is the stone under the drain mandatory if it is not required by the synthetic turf manufacturer’s design?

a. Yes, it is mandatory for the synthetic turf manufacturer's design for desired infiltration rate.

5. Can you provide a model/design basis for the microwave and refrigerator?

a. Owner to review appliance cutsheets attached as basis of design.

i. Microwave: Stainless Steel, Frigidaire FFCE2278LS

ii. Refrigerator: Stainless Steel, Frigidaire FGHT2055VF

6. Please verify that a 5hp booster pump is required for the domestic water and a 7.5HP booster pump is required for the irrigation system?

a. See C5.11 Domestic Water Pump 5 HP; See L2.10 Irrigation Pump Station 7.5 HP.

7. Is interior signage required? It is listed in spec section 10 44 00. If so, please provide a signage schedule.

a. Interior signage is required. Refer to room signage schedule and signage legend on

Architecture sheet A0.03

8. Is an exterior dedication plaque required per section 10 44 00?

a. Yes, Contractor to coordinate with Owner on verbiage and design.

9. Could you provide specs on the exterior lettering located on the building.

a. See revised spec: 20091-1_104400 Signage.

10. Detail 5 on sheet C4.01 states Owner is responsible for surface at the playground area.

Please verify the owner is responsible for everything from the subgrade up (i.e. drainage, rocks, filter fabric).

a. Yes correct.

11. Detail 5 on sheet C4.01 also shows a 5” thick sidewalk without GAB under it around the playground. Please verify if this is correct or if this sidewalk should match the details for the rest of the sidewalks around the site (4” thick with GAB under them).

a. See C4.01. Light duty concrete pavement, 4" thick including GAB underneath to match remainder of site.

12. Detail 5 on sheet C4.01 also shows a turndown on the portion of the sidewalk facing the playground. A similar type of detail will be required if the alternate synthetic turf field is accepted (for attachment of the wood nailers). Please verify if this detail is acceptable to use for the portion of the sidewalks facing the synthetic turf field.

a. Yes correct.

13. Can you provide a spec on the protective cages for the exterior HVAC units?

a. See revised spec: 20091-1-3-055000 Metal Fabrications.

14. Please provide limits of Concrete Curb Wall at Community Garden. Top of wall elevations would be helpful as well.

a. See C2.02A for additional wall elevations and note.

15. Please verify heights of the fence pilaster and decorative paneling.

a. See C4.05. The masonry pilaster to be 8'-8" H with 10" H pre-cast cap above. The fence height is 8' H.

16. Please provide storefront framing specifications.

17. The intent of design is that all window systems identified on the Architectural drawings are to be fixed storefronts. Architecture plans and details shall read Aluminum storefront in leu of Aluminum window. Refer to specification 084113_Aluminum Framed Storefront.

18. Please provide window guard specifications.

a. See revised spec: 20091-1-3-055000 Metal Fabrications.

19. Can we get clarification on the trench drain along the basketball court? There is a detail, but it’s not shown on plans.

a. See C2.02, C2.02C, C2.50. The east side of the basketball courts has a trench drain that runs 52' north and 48' south at minimum 1% slope to its center, draining into Inlet Basin C3. Contractor to submit shop drawings with inverts and dimensions and be approved by engineer.

20. Concrete sidewalks details shows 4” GAB and 4” Conc. Can we verify this? See plans for locations.

a. See C4.04 for detail. Light duty concrete pavement to be 4" concrete, 4" GAB; heavy duty concrete 6" concrete, 4" GAB.

21. Sheet C5.00, 2” Backflow preventer, is it RPZ or double check? No detail.

a. Backflow preventer should be RPZ.

22. Sheet C0.04. Who’s responsible for existing baseball field light pole removal? Note #2 does not address this removal.

a. Yes the contractor is responsible for removal of existing baseball field light poles/fixtures.

23. Please define 40% porosity gravel for the Infiltration Basin #1.

a. Infiltration Basin should read 45” (3.75’) engineered material. See "Planting soil specification notes".

24. ln reference to Specifications Section 32-31-13 Chain Link Fence Specifications are contradicting. Post & Rail Section: ls Group lC ASTM 1043 round pipe acceptable? Polymer

Finishes 2.6 ls Polyester powder coat acceptable?

a. No, must meet specified Polymer Coating for fabric; not less than 10-mil- thick PVC finish. Posts and hardware powder coat acceptable.

25. Ornamental Fence Detail Drawing C4.05-3 Fence detail is for Aegis Plus Table 1 is for

Aegis ll Specifications are for Aegis ll Which one Aegis ll or Aegis Plus?

a. See C4.05 and attachment for Ornamental Steel Fence to be Montage Commercial 8’ H.

26. Operators Detail Drawing C4.05-4 Model 1812 is a Telephone lntercom System with Keypads Model 1838 is an Access Controller meant to be used with Wiegan devices

(keypads, card readers, etc.) Typically you do not need both. Please advise.

a. Provide Model 1838 specific for Key Pad entry.

Attachments

1. General:

a. Not applicable.

2. Specification Sections:

a. 20091-1_000002_ ITB.pdf

b. 20091-1_055000_METAL FABRICATIONS.pdf

c. 20091-1_104400_SIGNAGE.pdf

d. 20091-1_323119_ORNAMENTAL STEEL FENCE SYSTEM.pdf

3. Drawings:

a. 1_20091-1_C202.pdf

b. 2_20091-1_C202A.pdf

c. 3_20091-1_C202C.pdf

d. 4_20091-1_C250.pdf

e. 5_20091-1_C258.pdf

f. 6_20091-1_C4.00.pdf

g. 7_20091-1_C4.01.pdf

h. 8_20091-1_C4.05.pdf

4. Exhibits:

a. Not applicable.

5. CAD Files:

a. Not applicable.

LD# 20091-1 – DRISKELL PARK

METAL FABRICATION - SECTION 05 50 00

05 50 00 - 1

SECTION 055000 – METAL FABRICATION

PART 1 - GENERAL

1.1 SCOPE:

A. Provide all of the labor, materials, equipment and services required to furnish and install the miscellaneous metal items.

B. All items of miscellaneous metal work and related parts are not necessarily described. The most important and those requiring detailed description are usually mentioned. Provide all other work as indicated on the Drawings and/or necessary to complete the Contract, except for items which may be specifically excluded from the work of this Section.

1.2 SUMMARY

A. Section includes the following:

1. Steel framing and supports for overhead-bracket hung toilet compartments.

2. Steel framing and supports for mechanical and electrical equipment.

3. Steel framing and supports for applications where framing and supports are not specified in other Sections.

4. Steel framing and support for steel tube swing gate and mounting supports.

5. Shelf angles

6. Loose Bearing and leveling plates

7. Steel weld plates and angles for casting into concrete not specified in other Sections.

8. Metal Window Guards

9. Partition head slip connection.

10. HVAC Security Cages

11. Metal downspout boots

1.2 QUALITY ASSURANCE:

A. In addition to complying with all pertinent codes and regulations, comply with:

1. "Specification for Design, Fabrication, and Erection of Structural Steel for Building" of the

American Institute of Steel Construction.

2. "Code for Welding in Building Construction" of the American Welding Society.

3. Manual of Steel Construction, 9th edition, Part 1 for types of steel required.

B. Conflicting requirements: In the event of conflict between pertinent codes and regulations and the requirements of the referenced standards of these Specifications, the provisions of the more stringent shall govern.

(1) Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone re-certification. Qualify procedures and personnel according to the following:

(a) AWS D1.1, "Structural Welding Code--Steel."

(b) AWS D1.2, "Structural Welding Code--Aluminum."

(c) AWS D1.3, "Structural Welding Code--Sheet Steel."

(d) AWS D1.6, "Structural Welding Code--Stainless Steel."

05 50 00 - 2

D. Structural Performance for Steel Tube Swing Gate: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:

1. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following:

Steel: 72 percent of minimum yield strength.

2. Top Rails of Guards:

a. Uniform load of 50 lbf/ ft. (0.73 kN/m) applied in any direction applied horizontally and concurrently with 100 lbf/ ft. (1.46 kN/m) applied vertically downward].

b. Concentrated load of 200 lbf (0.89 kN) applied in any direction.

c. Uniform and concentrated loads need not be assumed to act concurrently.

3. Infill of Guards:

a. Concentrated load of 50 lbf (0.22 kN) applied horizontally on an area of 1 sq. ft.

(0.093 sq. m).

b. Uniform load of 25 lbf/sq. ft. (1.2 kN/sq. m) applied horizontally.

c. Infill load and other loads need not be assumed to act concurrently.

4. Non-Sag Support: Provide miscellaneous support to prevent gate from sagging, support as followed but not limited to:

a. Diagonal truss rod

b. Adequate hardware size and capacity

1.3 SUBMITTALS:

A. Prior to installation, submit to the Architect for review the following:

1. Shop drawings showing all locations, markings, quantities, materials, sizes, and shapes and indicate all methods of connecting, anchoring, fastening, bracing, and attaching to the work of other Trades.

2. Prequalified welding procedures, prepared by the steel fabricator and erector, as a written procedure specification to the Architect. Prepare these procedures in accordance with Appendix E of the AWS Structural Welding Code.

3. Written erection sequence and procedure to be used by steel erector.

4. Mill certification that steel supplied meets requirements of specifications.

5. Electrode manufacturer's certification that the electrode and flux combination meets the requirements of the particular classification or grade of electrodes.

6. Certification that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification.

7. Certification that surface preparation has been completed in accordance with the instructions and recommendations of the paint or coating manufacturer.

8. Shop primer: Complete manufacturer’s literature fully describing the product, mill thickness and application.

B. Product Data: For the following:

1. Nonslip aggregates and nonslip-coating surface finishes.

2. Metal Window Guards

3. HVAC Security Cages

1.4 PRODUCT HANDLING:

05 50 00 - 3

A. Stack and store steel above ground on platforms, studs, or other supports. Protect steel from corrosion and damage. Keep materials clean.

B. Store other materials in a weathertight, dry place until ready for use.

C. Store packaged materials in their original, unbroken package or container.

1.5 PROJECT CONDITIONS:

A. Field measurements: Check actual locations of walls and other construction to which metal fabrications must fit by accurate field measurements before fabrication. Show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

PART 2 - PRODUCTS

2.1 METAL, GENERAL

A. ASTM A 36. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes.

2.2 FERROUS METALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Stainless-Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666, Type 304.

C. Stainless-Steel Bars and Shapes: ASTM A 276, Type 304.

D. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D.

E. Abrasive-Surface Floor Plate: Formed steel plate with abrasive material metallically bonded to steel by a proprietary process.

F. Steel Tubing: ASTM A 500, cold-formed steel tubing.

G. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is indicated or required by structural loads.

H. Slotted Channel Framing: Cold-formed metal channels with continuous slot complying with

MFMA-3.

2.3 MISCELLANEOUS STEEL SHAPES:

A. ASTM A 36.

05 50 00 - 4

B. For metal fabrications exposed to view in the completed Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness.

2.4 WELDING ELECTRODES:

A. Electrodes having low hydrogen covering shall be purchased in hermetically sealed containers.

B. For fabricating plant use: E-70 electrodes, AWS A5.5, A5.17, and A5.20.

C. For field use: E-70 electrodes, AWS A5.5, A5.17, and A5.20.

2.5 FASTENERS:

A. Provide plated fasteners complying with ASTM B 633, Class Fe/Zn 25 for electro-deposited zinc coating, for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required.

B. Bolts and nuts: Regular hexagon-head bolts, ASTM A307, Grade A (ASTM F568, Property Class

4.6), with hex nuts, ASTM A563 (ASTM A563M), and, where indicated, flat washers.

C. Machine screws: ANSI B18.6.3.

D. Lag screws: ANSI BH18.2.1 (ANSI B18.2.3.8M).

E. Wood screws: Flat head, carbon steel, ANSI B18.6.1.

F. Plain washers: Round, carbon steel, ANSI B18.22.1 (ANSI B18.22M0).

G. Lock Washers: Helical, spring type, carbon steel, ANSI B18.21.1.

H. Expansion anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E488 conducted by a qualified independent testing agency.

1. Carbon steel components zinc-plated to comply with ASTM B633, Class Fe/Zn 5.

2. Group 1 alloy 304 or 316 stainless-steel bolts and nuts comply with ASTM F593 (ASTM

F738M) and ASTM F594 (ASTM F836M).

I. Toggle bolts: FS FF-B-588, tumble-wing type, class and style as required.

J. Concrete anchors: Phillips Red Head, self-drilling anchors. Catalog No. S-38 with machine bolts and washers, or approved equivalent.

2.5 GROUT:

A. Nonshrink, metallic grout: Factory-packaged, ferrous-aggregate grout comply with ASTM C1107, specifically recommended by manufacturer for heavy-duty loading applications.

B. Nonshrink, nonmetallic grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C1107. Provide grout specifically recommended by manufacturer for interior and exterior application.

05 50 00 - 5

2.7 FABRICATION:

A. Form metal fabrications from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication.

B. Form exposed work true to line and level with accurate angles an surfaces and straight sharp edge.

C. Exterior work: Allow for thermal movement resulting from change in ambient temperature in the design, fabrication, and installation of installed metal assemblies to prevent buckling, opening up of joints, and overstressing of welds and fasteners. Base design calculations on actual surface temperatures of metals due to both solar heat gain and nighttime sky heat loss.

D. Shear and punch metals cleanly and accurately. Remove burrs.

E. Ease exposed edges to a radius of approximately 1/32", unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work.

F. Remove sharp or rough areas on exposed traffic surfaces.

G. Weld corners and seams continuously to comply with the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing, and contour of welded surface matches those adjacent.

H. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least conspicuous.

I. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads.

J. Shop assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation.

K. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items.

L. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate.

2.8 ROUGH HARDWARE:

05 50 00 - 6

A. Furnish bent, or otherwise custom-fabricated, bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required.

B. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable-iron washers for heads and nuts that bear on wood structural connections, and furnish steel washers elsewhere.

2.9 MISCELLANEOUS FRAMING AND SUPPORTS:

A. Provide steel framing and supports for applications indicated that are not a part of structural steel framework as required to complete the Work.

B. Fabricate units to sizes, shapes, and profiles indicated and required to receive other adjacent construction retained by framing and supports. Fabricate from structural steel shapes, plates, and steel bars of welded construction using mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items.

1. Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed.

2.10 MISCELLANEOUS STEEL, SECURITY CAGES, AND BURGLAR BARS FOR WINDOWS:

A. Unless otherwise indicated, fabricate units from structural steel shapes, plates, and bars of profiles shown with continuously welded joints, and smooth exposed edges. Miter corners and use concealed field splices wherever possible.

B. Provide cutouts, fittings, and anchorages as required to coordinate assembly and installation with other work.

C. Provide Custom Window Burglar Bars to match design/appearance shown on the drawings.

Attach securely into masonry or wall framing. Finish to match aluminum windows.

D. Metal Window Guard Basis of Design: JEL Security Bars or approved equal.

E. Angle Iron and Expanded Metal Security Cages for all A/C Units – Fully Welded Cage should be tiltable for service access.

1. Basis of Design PRO Series P3 Brawler by Property Armor.

2. Sureguard

3. CAGEITUP

2.11 SHOP COAT:

A. Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications:

1. Exteriors: SSPC-SP 6 "Commercial Blast Cleaning".

2. Interiors: SSPC-SP 3 "Power Tool Cleaning".

B. Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes or to be embedded in concrete, sprayed-on fireproofing, or masonry, unless otherwise indicated. Comply with requirements of SSPC-PA 1 "Paint Application Specification No. 1" for shop painting. Use only top quality, rust-inhibiting primer.

1. Ensure that primer is compatible with finish, field paint. See Section 09900.

05 50 00 - 7

2.12 GALVANIZING:

A. Any metal that has any surface or edge exposed to the weather shall be hot-dip galvanized after fabrication. All galvanized shall meet the requirements set forth in ASTM A 446-76 and ASTM A 525-80.

2.13 MANUFACTURED ITEMS:

A. Manufactured items of types normally carried in stock inventories, as distinguished from items fabricated especially for this Project, shall be fabricated from materials customarily used by the manufacturer, irrespective of the requirements of this Specification, unless in particular instances, special materials shall be specified. With respect to shop prime coats of paint on such stocked items, manufacturer's standard finish will be accepted unless specified otherwise.

2.14 PARTITION HEAD SLIP CONNECTION

A. Basis-Of-Design: VertiClip SLD-250

B. Description:

a. Size: 25-ga, 2 1/2 inches wide ¾ inch deflection

b. Comply with ASTM A653, Grade 50.

c. Comply with UL-2079 for joint system and UL-HW-D-0401 for head of wall rated assembly.

2.15 METAL DOWNSPOUT BOOTS

(1) Provide 6 foot high downspout boots at all downspouts made from cast aluminum with inlets of size and shape to suit downspouts.

(a) Outlet - provide:

i) Vertical, to discharge into pipe

ii) At 35 degrees from horizontal, to discharge onto splash block or pavement.

PART 3 - EXECUTION

3.1 PREPARATION:

A. Coordinate and furnish anchorage, setting drawings, diagrams, templates, instructions, and directions for installing anchorages, including concrete inserts, sleeves, anchor bolts, and miscellaneous items having integral anchors that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to Project site.

3.2 INSTALLATION, GENERAL:

A. Fastening to in-place construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, wood screws, and other connectors as necessitated.

05 50 00 - 8

B. Cutting, fitting, and placement: Perform cutting, drilling, and fitting required for installing miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels.

C. Provide temporary bracing or anchors in from work for items that are to be built into concrete masonry or similar construction.

D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop-welded because of shipping size limitations. Do not weld, cut, or abrade the surfaces of exterior units that have been hot-dip galvanized after fabrication and are intended for bolted or screwed field connections.

E. Field welding:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing, and contour of welded surface matches those adjacent.

F. Corrosion protection: Protect concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a minimum layer of 3/8” neoprene sheet, washer, or plywood. Bituminous paint may be allowed in certain areas as approved by the Architect.

3.3 CONTINUOUS BENT PLATES:

A. Provide continuous single angles in long lengths where indicated or needed. O.C.Drill ½" holes for wood attachment at 24" O.C. where required.

3.2 MISCELLANEOUS CLIP ANGLES AND BENT PLATES:

A. Provide as indicated or necessitated. Drill ½" holes for wood attachment at 24" O.C.. where required.

3.3 ANGLES AT ROOF DECK OPENINGS:

A. Provide angles in single lengths where indicated. Drill ½" holes for attachment of wood, with a minimum of two attachment points and a maximum spacing of 24" O.C.

3.4 LOOSE LINTELS:

A. Make loose lintels long enough to provide 8" of bearing on each end.

1. Hot-dip galvanized.

2. Provide loose lintels to the masonry trade for installation.

3.5 WELDING PLATES:

A. Fabricate plates of sizes indicated. Fabricate to have a minimum of two Nelson Studs on bottom side of plates. Use stud sizes indicated.

05 50 00 - 9

3.6 SHOP COAT:

A. Before steel leaves shop, remove loose mill scale, rust and foreign matter, and apply one coat of primer. Do not paint surfaces at places to be welded.

3.7 ERECTION:

A. Use only experienced welders qualified by American Welding Society prescribed testing.

B. Miscellaneous angles, bent plates, and clip angles: Install as indicated.

C. Bent plates at roof edges: Before welding plates to structural members, accurately align them so that wood members shall be installed on bent plates can be plumbed with face of brick. After bent plates are lined up, weld them securely in place.

D. Welding plates: Install welding plates when concrete and bond beams are set. When concrete has begun to set, clean off tops of plates to assure clean welding surfaces.

E. Steel plates: Install plates as indicated.

F. Threaded anchor bolts: Have anchor bolts formed into slab as indicated.

3.8 CLEAN-UP:

A. When steel has been installed, clean up spatter and debris resulting from welding. Where welding is rough and may interfere with smooth laying of metal deck, grind welds.

3.9 TOUCH-UP PAINTING:

A. When steel has been installed, touch-up welds, scarred and abraded places on bent plates, structural steel and bar joists with rust-inhibiting paint. Ensure compatibility with finish, field paint.

See Section 09900.

END OF SECTION 05 50 00

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SIGNAGE - SECTION 10 44 00

10 44 00 - 1

SECTION 104400 - SIGNAGE

1.1 SCOPE:

A. Provide all of the labor, materials, equipment and services required to furnish and install the signage.

1.2 QUALITY ASSURANCE:

A. Signage shall be of type and construction as approved by American with Disabilities Act

(ADA).

B. Sign fabricator: Firm experienced in producing signs similar those indicated for this Project, with a record of successful in-service performance, and sufficient production capacity to produce sign units required without causing delay in the Work.

C. Single-source responsibility: For each separate sign type required, obtain signs from one source of a single manufacturer.

D. The Drawings indicated sizes, profiles, dimensional requirements of signs and are based on the specific types and models indicated. Sign units by other manufacturers may be considered provided deviations in dimensions and profiles do not change the design concept as judged by the Architect. The burden of proof of equality is on the proposer.

1.3 SUBMITTALS:

A. Prior to installation, submit to the Architect for review the following:

1. Manufacturer's literature fully describing each:

a. Product and its fabrication.

b. Details of construction relative to materials, dimensions of individual components, profiles and finishes.

c. Attachment and installation instructions.

2. Shop drawings, fully dimensioned, showing fabrication and erection of signs. Include plans, elevations, large-scale sections of typical members and other components.

Show anchors, grounds, layout, reinforcement, accessories and installation details.

3. Physical sample for the Architect's selection of color.

4. Manufacturer's certification that Braille is correct for verbiage.

5. Schedule and layout of all signs (each location), message list and graphics.

1.4 PROJECT CONDITIONS:

A. Take field measurements prior to preparation of shop drawings and fabrication to ensure proper fitting. Show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay.

PART 2 - PRODUCTS

2.1 WALL SIGNAGE PLAQUES:

A. Manufacturer:

1. Best Manufacturing Sign Systems (basis-of-design).

2. ASI

3. Gemini Inc

10 44 00 - 2

B. Description:

1. Sign style type: Best HC300 ADA System.

2. Materials:

a. Interior applications: Type Melamine Plastic "MP" two-color, scratch resistant, non-static, fire retardant, washable, 3-ply melamine surface laminate. Non-glare surface with phenolic core which shall be painted a contracting color after artwork has been carved into the surface.

b. Exterior applications: Type Fiberglass “FG” non-corrosive, 3-ply laminate with contrasting core color, UV inhibitors, non-glare surface and 20 year life expectancy. Fire resistant.

3. Color: Selected by the Architect from the manufacturer's standard colors.

4. Letter style: Helvetica Medium, upper and lower case.

5. Mounting: Counter sunk holes for screw attachment and grommets for cmu attachment.

a. Screw heads shall be flush with the surface of the plaque and shall be colored to match the plaque.

b. Screws to be stainless steel and vandal resistant.

6. Graphic and copy:

a. Sign copy and graphic shall be as designated by the Architect.

b. Size of sign shall be as recommended by the manufacturer to accommodate the wording and the graphic.

c. ADA Compliance: Braille copy shall be Standard English Braille, Grade II.

7. Location: Refer to drawings for signage schedule, locations and quantities.

2.2 EXTERIOR DEDICATION PLAQUE:

A. Manufacturer:

1. Metallic Arts (basis-of-design).

2. Or approved equal

B. Description:

1. Sign type: 24” x 36” aluminum plaque with raised letters and border

2. Materials: Aluminum alloy

3. Finish: Brushed satin raised letters and 1/2” W single line border, black pebble background, clear coated.

Color: Selected by the Architect from the manufacturer's standard colors.

4. Letter style: ½” and 1 “ Times Bold upper case.

5. Mounting: Blind stud for cmu attachment.

b. Studs to be stainless steel and vandal resistant.

6. Graphic and copy:

a. Sign copy and graphic shall be as designated by the Architect.

2.3 EXTERIOR DIMENSIONAL LETTERS

A. Basis-of-Design Product: LF Series as manufactured by ASI.

B. Description:

1. Material: Aluminum, anodized.

2. Fabricated Letters (To be verified before fabrication):

a. Letter Style: Arial

b. Letter Cap Height: Varies.

i. Top tier letter height design intent: 15”

ii. Bottom tier letter height design intent: 10”

c. Letter Depth: 1-inch.

3. Color: To be selected by the Architect from the manufacturer's standard colors.

10 44 00 - 3

4. Mounting Method: Projected Stud Mount with spacer and mounting bar, as indicated in drawings.

3.1 INSTALLATION:

A. Installation shall be in accordance with the approved submittals, ADA requirements and guidelines, the Contract Documents, and manufacturer's instructions.

B. Once installed, the signs shall be level and true. In addition, location and height on wall shall be in accordance with ADA requirements.

C. All signage to be tight to face of wall.

D. No signage to be mounted to split face CMU. Smooth face CMU to be substituted for split face at areas of conflict.

END OF SECTION 10 44 00

10 44 00 - 4

PAGE LEFT BLANK

ORNAMENTAL STEEL FENCE SYSTEM - SECTION 32 31 19

32 13 19 - 1

SECTION 32 31 19 – ORNAMENTAL STEEL FENCE SYSTEM

1.1 WORK INCLUDED

The contractor shall provide all labor, materials and appurtenances necessary for installation of the welded ornamental steel fence system defined herein at project.

1.02 RELATED WORK

Section 31 00 00 - Earthwork Section 03 30 01 - Concrete

1.3 SYSTEM DESCRIPTION

The manufacturer shall supply a total fence system of (specify Montage Commercial® standard picket space Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel for standard picket space, Classic™. The ornamental fence system shall be 8’ height from grade. The system shall include all components (i.e., panels, posts, gates and hardware) required.

1.4 QUALITY ASSURANCE

The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified.

1.5 REFERENCES

ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated

(Galvannealed) by the Hot-Dip Process.

ASTM B117 - Practice for Operating Salt-Spray (Fog) Apparatus.

ASTM D523 - Test Method for Specular Gloss. 0020 ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint.

ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame

Carbon-Arc Light and Water Exposure Apparatus.

ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.

ASTM D2244 - Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.

ASTM D2794 - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).

ASTM D3359 - Test Method for Measuring Adhesion by Tape Test.

ASTM F2408 – Ornamental Fences Employing Galvanized Steel Tubular Pickets.

1.6 SUBMITTAL

The manufacturer’s literature shall be submitted prior to installation.

1.7 PRODUCT HANDLING AND STORAGE

Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling.

Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft.

1.8 PRODUCT WARRANTY

A. All structural fence components (i.e. rails, pickets, and posts) shall be warranted within specified limitations, by the manufacturer for a period of 20 years from date of original purchase. Warranty shall cover any defects in material finish, including cracking, peeling, chipping, blistering or corroding.

B. Reimbursement for labor necessary to restore or replace components that have been found to be defective under the terms of manufactures warranty shall be guaranteed for five (5) years from date of original purchase.

32 13 19 - 2

PART 2 - MATERIALS

2.1 MANUFACTURER

The fence system shall conform to (specify Montage Commercial standard picket space or Montage Commercial Pool, Pet & Play 3” air space) Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel, (for standard picket space, specify Classic, Majestic, Genesis, or Invincible; for 3” air space, specify Classic, Majestic, or Genesis) design, (specify extended picket or flush) bottom rail treatment, (specify 3-Rail, 4-Rail, or 3-Rail with Double Rings, 4-Rail with Double Rings) style manufactured by Ameristar Fence Products, Inc., in Tulsa, Oklahoma.

2.2 MATERIAL

A. Steel material for fence panels and posts shall conform to the requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (310 MPa) and a minimum zinc (hot-dip galvanized) coating weight of 0.60 oz/ft2 (184 g/m2), Coating Designation G-60.

B. Material for pickets shall be 3/4” square x 14 Ga. tubing. The rails shall be steel channel, 1.5” x 1.4375” x 14 Ga.

Picket holes in the rail shall be spaced (specify 4.675” o.c. for standard picket space or 3.500” o.c. for 3” air space).

Fence posts and gate posts shall meet the minimum size requirements of Table 1.

2.3 FABRICATION

A. Pickets, rails and posts shall be pre-cut to specified lengths. Rails shall be pre-punched to accept pickets.

B. Pickets shall be inserted into the pre-punched holes in the rails and shall be aligned to standard spacing using a specially calibrated alignment fixture. The aligned pickets and rails shall be joined at each picket-to-rail intersection by Ameristar’s proprietary fusion welding process, thus completing the rigid panel assembly (Note: The process produces a virtually seamless, spatter-free good-neighbor appearance, equally attractive from either side of the panel).

C. The manufactured panels and posts shall be subjected to an inline electrode position coating (E-Coat) process consisting of a multi-stage pretreatment/wash, followed by a duplex application of an epoxy primer and an acrylic topcoat.

The minimum cumulative coating thickness of epoxy and acrylic shall be 2 mils (0.058 mm). The color shall be Black.

The coated panels and posts shall be capable of meeting the performance requirements for each quality characteristic shown in Table 2 (Note: The requirements in Table 2 meet or exceed the coating performance criteria of ASTM F2408).

D. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Commercial weight fences under ASTM F2408.

E. Gates with an out-to-out leaf dimension less than and including 72 inches shall be fabricated using Montage Commercial ornamental panel material and 1-3/4” sq. x 14ga. gate ends. Gate leafs greater than 72 inches shall be fabricated using ForeRunner rails, 17-gauge pickets, intermediate uprights, gussets and 1-3/4” sq. x 14ga. gate ends. All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding.

3.1 PREPARATION

All new installation shall be laid out by the contractor in accordance with the construction plans.

3.2 INSTALLATION

Fence post shall be spaced according to Table 3, plus or minus 1/4”. For installations that must be raked to follow sloping grades, the post spacing dimension must be measured along the grade. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Posts shall be set in concrete footers having a minimum depth of 36” (Note: In some cases, local restrictions of freezing weather conditions may require a greater depth). The “Earthwork” and “Concrete” sections of this specification shall govern material requirements for the concrete footer. Posts setting by other methods such as plated posts or grouted core-drilled footers are permissible only if shown by engineering analysis to be sufficient in strength for the intended application.

3.3 FENCE INSTALLATION MAINTENANCE

32 13 19 - 3

When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces; 1) Remove all metal shavings from cut area. 2) Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate warranty. Ameristar spray cans or paint pens shall be used to prime and finish exposed surfaces; it is recommended that paint pens be used to prevent overspray. Use of non-Ameristar parts or components will negate the manufactures’ warranty.

32 13 19 - 4

3.4 GATE INSTALLATION

Gate posts shall be spaced according to the manufacturers’ gate drawings, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. Type and quantity of gate hinges shall be based on the application, weight, height, and number of gate cycles. The manufacturers’ gate drawings shall identify the necessary gate hardware required for the application. Gate hardware shall be provided by the manufacture of the gate and shall be installed per manufacturer’s recommendations.

3.5 CLEANING

The contractor shall clean the jobsite of excess materials; post-hole excavations shall be scattered uniformly away from posts.

Table 1 – Minimum Sizes for Montage Commercial Posts Fence Posts Panel Height 2-1/2” x 14 Ga. 7’ & 8’ Heights

Gate Leaf Gate Height 7’ & 8’ Heights

Up to 4’ 2.5” x 12 Ga.

4’1” to 6’ 3” x 12 Ga.

6’1” to 10’ 4” x 11 Ga.

10’1” to 16’ 6” x 3/16” wall

Table 2 – Coating Performance Requirements Quality Characteristics

ASTM Test Method Performance Requirements

Adhesion D3359 – Method B Adhesion (Retention of Coating) over 90% of test area (Tape and knife test).

Corrosion Resistance B117, D714 & D1654 Corrosion Resistance over 1,500 hours (Scribed per D1654; failure mode is accumulation of 1/8” coating loss from scribe or medium #8 blisters).

Impact Resistance D2794 Impact Resistance over 60 inch lb. (Forward impact using 0.625” ball).

Weathering Resistance

D822 D2244, D523 (60˚ Method)

Weathering Resistance over 1,000 hours (Failure mode is 60% loss of gloss or color variance of more than 3 delta-E color units).

Table 3 – Montage Commercial – Post Spacing By Bracket Type Span For INVINCIBLE®

8’ Nominal (90.445” Rail) For CLASSIC, GENESIS, & MAJESTIC 8’ Nominal (91.95” Rail)

Post Size

2-1/2” 3” 2-1/2” 3” 2-1/2” 3” 2-1/2” 3” 2-1/2” 3”

Bracket Type

Montage Commercial

Invincible Flat Mount

(BB118)

Montage Commercial

Invincible Line

2-1/2” (BB119)

3” (BB120)

Montage Commercial

Universal

(BB112)

Montage Commercial Line Blvd.

(BB114)

Montage Commercial Flat Mount

(BB111)

Montage Commercial

Swivel

(BB113)*

Post Settings ± 1/4” O.C.

94” 94-1/2” 94” 94-1/2” 95” 95” 95” 95-1/2” *95” *95-1/2”

32 13 19 - 5

*Note: When using BB304 swivel brackets on either or both ends of a panel installation, care must be taken to ensure the spacing between post and adjoining pickets meets applicable codes. This will require trimming one or both ends of the panel.

END OF SECTION 32 31 19

M c K

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L E

Y

S

T R

E E

T

R

O

W

HOLLOWAY AVENUE 60' R.O.W.

O

H

E

201.85

201.85

201.75

199.84

199.80

199.98

200.56

201.22

200.92

200.55

200.62

EX:198.25

201.39

200.08

199.92

199.86

199.83

HP:202.15

200.95

201.36

200.70

198.42

198.85

198.77

198.74

198.62

200.50

200.55

200.43

200.50

EX:198.30

201.62

199.60

198.55

197.96

198.22

RIM:197.76

RIM:198.75

200.07

199.99

200.10

200.10

201.84

199.78

200.34

200.18

199.71

199.79

198.80

198.64

198.53

198.59

198.38

197.95

197.78

197.90

197.74

197.76

197.93

197.68

200.62

199.90

201.91

201.98

200.71

200.76

200.33

200.45

200.76

200.45

200.71

200.95

200.95

200.95

200.95

200.95

200.70

200.70

LOD

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DATE DESCRIPTIONNO.

THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF

THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS

DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,

AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.

PROJECT NO. DATE

DRAWN BY

CHECKED BY

SHEET NO.

SCALE

SHEET TITLE

SUBMITTALS / REVISIONS

ISSUED FOR PERMIT

SCALE: 1" = '

0 30 60 90

30Know what's below.

before you dig.Call

R

612.20

LOD

HP

LP

GRADING LEGEND:

LIMITS OF DISTURBANCE

PROPOSED CONTOUR LINE

EXISTING CONTOUR LINE

PROPOSED SPOT ELEVATION

PROPOSED HIGH POINT

PROPOSED LOW POINT

DIRECTION OF SLOPE, MIN. 1.00%

UNLESS OTHERWISE NOTED.

EXISTING POOL

AREA TO REMAIN

EX. BLDG

BLDG A:

SEE ARCH

FFE 200.10'

FFE 201.50

PROPOSE UNDERGROUND

STORAGE AREA

12" DRAIN BASIN A13

18" INLET GRATE

DRAIN COLLECTOR

RIM ELEV: 198.75

C2.02A ENLARGEMENT

C2.02B ENLARGEMENT

C2.02C ENLARGEMENT

15" DRAIN BASIN A15

DRAIN COLLECTOR

RIM ELEV: 198.06

24" DRAIN BASIN A17

15" GRATE INLET

DRAIN COLLECTOR

RIM ELEV: 198.42

DRAIN BASIN A10

DRAIN COLLECTOR

RIM ELEV: 198.33

18" DRAIN BASIN B2

DRAIN COLLECTOR

RIM ELEV: 196.64

JUNCTION BOX B1

UNDERGROUND

STORAGE ACCESS

RIM ELEV: 199.25

JUNCTION BOX A18

TIE-IN TO UNDERGROUND

STORAGE

RIM: 199.07

18" DRAIN BASIN C5

DRAIN COLLECTOR

RIM ELEV: 198.91

12" DRAIN BASIN C1

DRAIN COLLECTOR

RIM ELEV: 199.75

12" DRAIN BASIN C2

DRAIN COLLECTOR

RIM ELEV: 198.75

12" DRAIN BASIN C6

DRAIN COLLECTOR

RIM ELEV: 198.23

15" DRAIN BASIN C7

DRAIN COLLECTOR

RIM ELEV: 197.67

24" DRAIN BASIN E16

DRAIN COLLECTOR

RIM ELEV: 197.47

18" DRAIN BASIN E14

DRAIN COLLECTOR

RIM ELEV: 197.21

12" DRAIN BASIN E15

DRAIN COLLECTOR

RIM ELEV: 196.91

HEADWALL E17

12" DRAIN BASIN E8

DRAIN COLLECTOR

RIM ELEV: 199.47

15" DRAIN BASIN E9

DRAIN COLLECTOR

RIM ELEV: 198.89

12" DRAIN BASIN E7

DRAIN COLLECTOR

RIM ELEV: 198.12

12" DRAIN BASIN E1

DRAIN COLLECTOR

RIM ELEV: 197.17

12" DRAIN BASIN E2

DRAIN COLLECTOR

RIM ELEV: 197.17

15" DRAIN BASIN E3

DRAIN COLLECTOR

RIM ELEV: 197.17

12" DRAIN BASIN E10

DRAIN COLLECTOR

RIM ELEV: 198.60

12" DRAIN BASIN E11

DRAIN COLLECTOR

RIM ELEV: 198.13

24" DRAIN BASIN E12

DRAIN COLLECTOR

RIM ELEV: 198.36

12" DRAIN BASIN E5

DRAIN COLLECTOR

RIM ELEV: 197.50

36" DRAIN BASIN E13

DRAIN COLLECTOR

RIM ELEV: 197.76

24" DRAIN BASIN E6

DRAIN COLLECTOR

RIM ELEV: 197.13

18" DRAIN BASIN E4

DRAIN COLLECTOR

RIM ELEV: 197.50

EXISTING CURB INLET EX1

DRAIN COLLECTOR

RIM ELEV: 195.45

12" DRAIN BASIN C4

DRAIN COLLECTOR

RIM ELEV: 199.30

C

M

A T

C H

L I N

E

PROPOSED INFILTRATION BASIN

12" DRAIN BASIN C3

DRAIN COLLECTOR

RIM ELEV: 199.30

PROPOSED

TRENCH DRAIN

EX. FFE 198.22

15" DRAIN BASIN A8

DRAIN COLLECTOR

RIM ELEV: 198.75

30" DRAIN BASIN A14

DRAIN COLLECTOR

RIM ELEV: 200.20

12" DRAIN BASIN A11

DRAIN COLLECTOR

RIM ELEV: 200.70

EXISTING MANHOLE EX2

RIM ELEV: 194.49

SEE C2.57

C2.02

1" = 30'

08/15/2220091-1

GRADING AND

DRAINAGE PLAN

C I T

Y

O

F

A

L B

A N

Y

C O

N S

T R

U C

T I O

N

D

O C

U M

E N

T S

A L

B A

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G E

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G I A

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1 07/15/2022 PERMIT REVISIONS

2 07/29/2022 PERMIT REVISIONS

3 10/14/2022 ADDENDUM 1

4 10/21/2022 ADDENDUM 4

CA

AM

NYLOPLAST 12" STANDARD GRATE INLET

WITH LOCKING DEVICE FOR ALL DRAINAGE

BASINS UNLESS OTHERWISE NOTED

CONTRACTOR TO PROVIDE NECESSARY

REDUCERS AS NEEDED

OUTLET STRUCTURE D1

SEE C2.57

8" HDPE

STORM PIPE

8" HDPE

STORM PIPE

8" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

8" HDPE

STORM PIPE

12" HDPE

STORM PIPE

15" HDPE

STORM PIPE

18" HDPE

STORM PIPE

18" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

12" HDPE

STORM PIPE

15" HDPE

STORM PIPE

15" HDPE

STORM PIPE

18" HDPE

STORM PIPE

18" HDPE STORM PIPE

TIE INTO EX. MANHOLE

AT INV: 187.77

15" HDPE

STORM PIPE

15" HDPE

STORM PIPE

AREA OF

UNDERGROUND

STORAGE BED

LIMITS: 6284 SF

NOTIFY CITY OF ALBANY INSPECTOR 24

HOURS BEFORE THE BEGINNING PHASE OF

CONSTRUCTION. (229) 438-3901

HP

HP

HP

15" DRAIN BASIN E3A

SOLID COVER PEDESTRIAN

AND PLAYGROUND SAFE

NO DRAINAGE

RIM ELEV: 197.73

12" DRAIN BASIN A13A

DRAIN COLLECTOR

RIM ELEV: 200.62

8" HDPE

STORM PIPE

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GRATE INLET RIM 197.60 INV SE 18"HDPE 193.41

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GRATE INLET RIM 197.08 INV NW 18"HDPE 192.44 INV E 18"HDPE 192.44

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GRATE INLET RIM 196.91 INV SW 6"HDPE 195.80

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GRATE INLET RIM 197.26 INV N 36"HDPE 191.96

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