ADDENDUM NO. 1. for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA. Posting Date: June 20, 2013

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1 ADDENDUM NO. 1 for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA Posting Date: June 20, 2013 BIDDERS SHALL CONFORM TO THE FOLLOWING CHANGES AS A PART OF THE BID DOCUMENTS, WHICH SHALL BECOME BINDING UPON THE CONTRACT ISSUED IN RESPONSE TO THIS REQUEST FOR BIDS, AS SET FORTH FOR THE ABOVE-REFERENCED PROJECT. Pre-Bid Meeting Held Tuesday, June 18, 2013 at 2:00 PM; Talladega City Hall: Clarifications to Contractor Questions: 1. If road is damaged while moving the spoil, is the contractor required to fix it? REPLY: No. This applies to both George Holdridge Lane and the park road. The City of Talladega will be removing and disposing of the asphalt pavement from the park road prior to construction. 2. How long of a grass warranty is required? REPLY: 1 year. 3. Can the culvert be a precast box culvert? REPLY: Yes. Precast or cast-in-place box culverts are both acceptable using the ALDOT specification on the plans. If pre-cast is selected, manufacturer design specifications will be required for submittal to the engineer, prior to ordering. 4. Could you give consideration of moving the bid date back? REPLY: Yes. The City has decided to extend the bid opening to Tuesday, July 2, 2013 at 2:00 PM. 5. When will the addenda be issued? REPLY: Thursday, June 20. General: Please note that Big R Bridge is an approved bridge manufacturer for the pedestrian bridges specified for this project. Company contact information is as follows: Big R Bridge Contact: Leslie Brandenburg, Sales Coordinator - East PO Box 1290 Greeley, CO Tel: Cell: Fax: lbrandenburg@bigrbridge.com Web:

2 ADDENDUM NO. 1 Veterans Park Renovations June 20, 2013 Page 2 of 5 Specifications Manual: Section 01105: Notice To Contractors: 1. Advertisment For Bid: The City of Talladega has extended the Bid Opening date 1 week. The previous Bid Opening date of Tuesday, June 25, 2013 at 2:00 PM has been changed to Tuesday, July 2, 2013 at 2:00 PM. The Bid Opening location will remain at Talladega City Hall, Council Chambers. 2. Alternate Bid Items: Alternate Bid Item No. 3 is incorrectly identified as Renovate and Improve the Storm Drain Inlet Inside the South Park Boundary. The correct Alternate Bid Item No. 3 should read as: ABI No. 3: Replace culverts under George Holdridge Lane, at west end of main drainage channel. The replacement of culverts under George Holdridge Lane as Alternate Bid Item No. 3 is correctly identified in the rest of the Construction Documents and Bid Form. Section 01115: Summary Of Work: 1. Part 2 Basis Of Measurement and Payment, 2.01 General: The reference to Lump Sum shall be removed. This is a Unit Cost project, with measurement based upon the unit of measure and quantities shown on Sheet Q-1, Summary of Quantities, and as shown on the Schedule of Values (Unit Costs) form in Section 01140: Proposal-Contractor Bid Form. Section 01140: Proposal Contractor Bid Form: 1. Replace Section 01140: Proposal Contractor Bid Form (Base Bid with Alternate Bid Items) within the Specification Manual fully and completely with the revised Section 01140: Proposal Contractor Bid Form attached. 2. The following Pay Items have either been added, or the previous quantities have been readjusted (these appear with grey shading on the updated Unit Cost Bid Form): a. 301-A, Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness b. 424-A, Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) c. 424-B, Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) d. Pay Item N/A, Water Valve e. Pay Item N/A, Sanitary Sewer Concrete Manhole f. Pay Item N/A, Grassing Bond (1 Year Warranty for Main Drainage Channel Only) g. 524-A, Culvert, Concrete (Plug & Abandon Culverts) h. 619-A, 12" Pipe End Treatment i. 641-A, 8" C-900 P.V.C. Water Main Relaid j. 645-B, 10" Ductile Iron Sanitary Sewer Pipe Relaid (Concrete Encased Over Spring St. Culverts)

3 ADDENDUM NO. 1 Veterans Park Renovations June 20, 2013 Page 3 of 5 Drawings: Sheet Q-1, Summary of Quantities: 1. Replace Sheet Q-1, Summary of Quantities with the revised Sheet Q-1 attached. 2. The following Pay Items have either been added, or the previous quantities have been readjusted (these appear with grey shading on the updated Sheet Q-1, Summary Of Quantities): a. 301-A, Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness b. 424-A, Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) c. 424-B, Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) d. Pay Item N/A, Water Valve e. Pay Item N/A, Sanitary Sewer Concrete Manhole f. Pay Item N/A, Grassing Bond (1 Year Warranty for Main Drainage Channel Only) g. 524-A, Culvert, Concrete (Plug & Abandon Culverts) h. 619-A, 12" Pipe End Treatment i. 641-A, 8" C-900 P.V.C. Water Main Relaid j. 645-B, 10" Ductile Iron Sanitary Sewer Pipe Relaid (Concrete Encased Over Spring St. Culverts) Sheet S-1, Survey: 1. Replace Sheet S-1, Survey with the revised Sheet S-1 attached. Location sketches for Temporary Bench Marks 1, 2, and 3 have been added to the Survey, as well as survey preparation information. Sheet ER-5, Wattle Ditch Check: 1. The note Do Not Use In Main Drainage Channel has been added to the top left of the sheet. Sheet ER-6, Details of Erosion Control Silt Dike Check: 1. The note Do Not Use In Main Drainage Channel has been added to the top right of the sheet. Sheet C-2, Parking Lot Layout Plan: 1. Replace Sheet C-2, Parking Lot Layout Plan with the revised Sheet C-2 attached. Several revisions to callouts have been made. 2. The Mill or Remove Asphalt callout under the Base Bid heading for the parking lot apron (at George Holdridge Lane) is removed. All park road asphalt will be completely removed and disposed of by the City of Talladega prior to construction. Sheet C-2A, Parking Lot Grading Plan: 1. Replace Sheet C-2A, Parking Lot Grading Plan with the revised Sheet C-2A attached. Several revisions to callouts have been made.

4 ADDENDUM NO. 1 Veterans Park Renovations June 20, 2013 Page 4 of 5 Sheet C-2B, Spring Street Box Culvert and Details: 1. Replace Sheet C-2B, Spring Street Culvert and Details with the revised Sheet C-2B attached. 2. The new guardrail has been extended and curved on all sides to end at the ROW of Spring Street. 3. Guardrail callouts have been modified to reference the method of guardrail attachment (to the culvert) by referencing ALDOT Standard Drawing GR-630-S. The attachment of the guardrail shall be incidental to the cost of the guardrail. 4. Rounded End Section guardrail callouts have been revised to Rounded End Shoes. 5. The 10 inch ductile iron sanitary sewer line replacement has been extended from 100 lin. ft. to 500 lin. ft. A location sketch has been included on the plan to show the extents of sewer line replacement. Two (2) new sanitary sewer manholes shall be included. The sanitary sewer replacement line will use the same manhole invert elevations and profile as the existing line. These additions which also include additional pipe bedding and asphalt for Spring Street, have been added to Drawing Sheet Q-1, Summary of Quantities and Specification Section 01140: Proposal Contractor Bid Form. 6. The 8 inch C-900 PVC water main replacement has been extended from 100 lin. Ft. to 600 lin. ft. A location sketch has been included on the plan to show the extents of water main replacement. Two (2) new water valves at tie-in locations shall be included. These additions which also include additional pipe bedding and asphalt for Spring Street, have been added to Drawing Sheet Q-1, Summary of Quantities and Specification Section 01140: Proposal Contractor Bid Form. Sheet C-4, Pedestrian Path Plan (Sta To Sta. 6+00): 1. This sheet is incorrectly titled. The correct sheet title should be: Pedestrian Path Plan (Sta To Sta ). Sheet C-4, Pedestrian Path Plan (Sta To Sta ): 1. The handicapped ramp detail originally referenced to Sheet C-9, has been changed to Sheet C-9A. Sheet C-7, Pedestrian Bridge Details: 1. This sheet is incorrectly numbered. The correct sheet number is Sheet C-6. Sheet C-8, Pedestrian Bridge Details: 1. This sheet is incorrectly numbered. The correct sheet number is Sheet C-7. Sheet C-9, Misc. Site Details: 1. Replace Sheet C-9, Misc. Site Details with the revised Sheet C-9 attached. 2. The detail Plug and Abandon Culvert has been added. 3. The detail Pipe Bedding Under Unimproved Surfaces has been added. 4. The detail Pipe Bedding Under Pavement has been added. Sheet C-9A, Handicapped Ramp (New Sheet): 1. Sheet C-9A, Handicapped Ramp, has been provided for the handicapped ramp located at the east end of the north trail; where the trail ends at Spring Street (Sta ).

5 ADDENDUM NO. 1 Veterans Park Renovations June 20, 2013 Page 5 of 5 Sheet C-14, Channel Cross Sections (Sta To Sta. 5+50): 1. The 10-0 long callout for the concrete bridge approaches is changed to 8-0 long. This is called out as 8-0 long everywhere else in the plans Sheet C-17, Channel Cross Sections (Sta To Sta. 5+50): 1. The 10-0 long callout for the concrete bridge approaches is changed to 8-0 long. This is called out as 8-0 long everywhere else in the plans END OF ADDENDUM NO. 1

6 SECTION 01140: PROPOSAL CONTRACTOR BID FORM (PART OF ADDENDUM NO. 1) SCHEDULE OF VALUES (UNIT COSTS): This Schedule of Values is subject to approval and acceptance by the OWNER. Any proposed project material, incidental, or item without either a performance equal or written specification, shall follow the ALDOT Standard Specifications for Highway Construction, Latest Edition. VETERANS PARK RENOVATIONS BASE BID No. ALDOT Item Unit ALDOT Pay Item Description: Quantity: Unit Cost: Line Total: C LS Clearing and Grubbing (Approx. 1 Acre) A LF Drainage Pipe Removal (Existing Culverts) A LF Guard Rail Removal (Spring Street) B CYIP Unclassified Excavation (For Channel) 7, B CYIP Channel Undercut Excavation (Used Only With Approval Of Engineer, If Bad Excavated Material Encountered) 1, D CYIP Borrow Excavation (For Channel & Parking Lot) D CYIP Channel Undercut Borrow Excavation (Used Only With Approval Of Engineer, If Bad Excavated Material Encountered) 1, A CYIP Structure Excavation (For Spring Street Culverts) B CYIP Foundation Backfill, Commercial (For Spring Street Culverts) A CYIP Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1, A SY Bituminus Treatment A 1, A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) B TON Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) N/A EACH Water Valve 2 13 N/A EACH Sanitary Sewer Concrete Manhole 2 14 N/A LS Grassing Bond (1 Year Warranty for Main Drainage Channel Only) 1 15 N/A SY Asphalt Sealcoating for Existing Walking Path, Enviroseal LAS 320 Or Approved Equal 1, N/A EACH Reset Existing Drainage Grate on Inlet Box, Located in Asphalt Driveway Apron for New Parking Lot 1 17 N/A SY 4 Inch Thick, 8 Ft. Wide Handicapped Ramp (Located at End of Path at Spring Street, North of Channel) 8 18 N/A EACH Concrete Filled 6 Inch Dia. Steel Pipe Bollard, Primed and Painted (For N.W. Corner of Existing Parking Lot & Path Spring St.) 8 19 N/A SY 4 Inch Thick, 8 Ft. Wide Concrete Bridge Approach Slab N/A SY Replace Concrete Flume at North Northwest End of Existing Parking Lot N/A LS Pre Fab Pedestrian Bridge, 60 Ft. Long By 8 Ft. Wide 2 22 N/A LS Installation for Pedestrian Bridges and Bridge Deck A LBS Steel Reinforcement, Grade 60 (For Pedestrian Bridge Concrete Abutments & Spring Street Culverts) 17, A CYIP Bridge Substructure Concrete, Class A (For Pedestrian Bridge Concrete Abutments) A CYIP Culvert, Concrete (Spring Street Culverts) A CYIP Culvert, Concrete (Plug & Abandon Culverts) A LF 18" Roadway Pipe (Class 3) Extension A LF 24" Roadway Pipe (Class 3) Extension A LF 30" Roadway Pipe (Class 3) Extension A LS Mobilization A EACH 12" Pipe End Treatment A EACH 15" Pipe End Treatment A EACH Junction Box C LF Combination Curb and Gutter, Type C A LF Steel Beam Guardrail, Class A, Type A LF 8" C 900 P.V.C. Water Main Relaid B LF 10" Ductile Iron Sanitary Sewer Pipe Relaid (Concrete Encased Over Spring St. Culverts) 500 SECTION 1140: PROPOSAL CONTRACTOR BID FORM PAGE 1 OF 3

7 SECTION 01140: PROPOSAL CONTRACTOR BID FORM, BASE BID CONTINUED: ALDOT No. Item Unit ALDOT Pay Item Description: Quantity: Unit Cost: Line Total: A CYIP Topsoil, 4" Compacted Thickness 1, A ACRE Seeding A ACRE Mulching 2 41 N/A SY Permanent "Landlok 450" Turf Reinforcement Mat (TRM) By Propex Geosynthetics, Or Approved Performance Equal 14, J LF Silt Fence 4, P EACH Inlet Protection Q LF Wattles B SF Construction Signs F EACH Barricades, Type III I EACH Warning Lights, Type B D EACH Channelizing Drums E EACH Cones (36" High) M EACH Ballast For Cone 25 SITE WORK SUB TOTAL = NOTE: Electrical Specifications Are On The Electrical Plans 46 N/A LS Trail Lighting System 1 47 N/A LS Remove all Overhead Electrical Service and Put Underground (Except for Electrical Overhead Service Along Spring Street & Along South Park Property Line Adjacent to Residential). Includes Pavillions, Restrooms, & Gazebo N/A LS Remove all Existing Park Lighting and Amend with New Concrete Poles & Fixtures (Includes Flag Pole Lighting) 1 49 N/A LS Relocate 2 Park Security Cameras 1 50 N/A LS Add One New Park Security Camera North of Playground Area 1 51 N/A LS Vendor Outlets 1 52 N/A LS Lighting for New Parking Lot 1 ELECTRICAL SUB TOTAL = VETERANS PARK RENOVATIONS ALTERNATE BID ITEMS BASE BID TOTAL = A.B.I. NO. 1: WIDEN NORTH PEDESTRIAN TRAIL FROM 6 FT. WIDE TO 8 FT. WIDE (WITH 2 FT. SHOULDERS): A CY Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted A SY Bituminous Treatment A A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 36 A.B.I. NO. 1 SUB TOTAL = A.B.I. NO. 2: ASPHALT PAVEMENT & 4 FT. HIGH BLACK VINYL COATED CHAIN LINK FENCING FOR NEW PARKING LOT: A SY Bituminous Treatment A 3, A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B B TON Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B A LF Chain Link Fence, 4 Ft. High (With Black P.V.C. Coating) D EACH Chain Link Fence Gate, 24 Feet Wide, Complete W/ Fittings & Lockable Drop Rod & Pipe Receptacle Mounted in Concrete Pad For Drop Rod (Gate Shall Have Black P.V.C. Coating) D EACH Chain Link Fence Gate, 30 Feet Wide, Complete W/ Fittings & Lockable Drop Rod & Pipe Receptacle Mounted in Concrete Pad For Drop Rod (Gate Shall Have Black P.V.C. Coating) G LF Solid White Traffic Stripe (Parking Lot Striping, 4" Wide) 1,890 A.B.I. NO. 2 SUB TOTAL = SECTION 1140: PROPOSAL CONTRACTOR BID FORM PAGE 2 OF 3

8 SECTION 01140: PROPOSAL CONTRACTOR BID FORM, ALTERNATE BID ITEMS CONTINUED: ALDOT No. Item Unit ALDOT Pay Item Description: Quantity: Unit Cost: Line Total: A.B.I. NO. 3: REPLACE CULVERTS UNDER GEORGE HOLDRIDGE LANE: A LF Drainage Pipe Removal (Existing Culverts) A CYIP Structure Excavation B CYIP Foundation Backfill, Commercial A CYIP Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted A SY Bituminous Treatment A A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B B TON Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B A SF Retaining Wall A LF 54" R.C.P. Roadway Pipe A LF 12" R.C.P. Roadway Pipe (Class 3) Extension 40 A.B.I. NO. 3 SUB TOTAL = SECTION 1140: PROPOSAL CONTRACTOR BID FORM PAGE 3 OF 3

9 VETERANS PARK RENOVATIONS BASE BID No. ALDOT Item Unit ALDOT Pay Item Description: Quantity: C LS Clearing and Grubbing (Approx. 1 Acre) A LF Drainage Pipe Removal (Existing Culverts) A LF Guard Rail Removal (Spring Street) B CYIP Unclassified Excavation (For Channel) 7, B CYIP Channel Undercut Excavation (Used Only With Approval Of Engineer, If Bad Excavated Material Encountered) 1, D CYIP Borrow Excavation (For Channel & Parking Lot) D CYIP Channel Undercut Borrow Excavation (Used Only With Approval Of Engineer, If Bad Excavated Material Encountered) 1, A CYIP Structure Excavation (For Spring Street Culverts) B CYIP Foundation Backfill, Commercial (For Spring Street Culverts) A CYIP Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1, A SY Bituminus Treatment A 1, A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) B TON Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B (Trail & Spring St. Pvmt.) N/A EACH Water Valve 2 13 N/A EACH Sanitary Sewer Concrete Manhole 2 14 N/A LS Grassing Bond (1 Year Warranty for Main Drainage Channel Only) 1 15 N/A SY Asphalt Sealcoating for Existing Walking Path, Enviroseal LAS 320 Or Approved Equal 1, N/A EACH Reset Existing Drainage Grate on Inlet Box, Located in Asphalt Driveway Apron for New Parking Lot 1 17 N/A SY 4 Inch Thick, 8 Ft. Wide Handicapped Ramp (Located at End of Path at Spring Street, North of Channel) 8 18 N/A EACH Concrete Filled 6 Inch Dia. Steel Pipe Bollard, Primed and Painted (For N.W. Corner of Existing Parking Lot & Path Spring St.) 8 19 N/A SY 4 Inch Thick, 8 Ft. Wide Concrete Bridge Approach Slab N/A SY Replace Concrete Flume at North Northwest End of Existing Parking Lot N/A LS Pre Fab Pedestrian Bridge, 60 Ft. Long By 8 Ft. Wide 2 22 N/A LS Installation for Pedestrian Bridges and Bridge Deck A LBS Steel Reinforcement, Grade 60 (For Pedestrian Bridge Concrete Abutments & Spring Street Culverts) 17, A CYIP Bridge Substructure Concrete, Class A (For Pedestrian Bridge Concrete Abutments) A CYIP Culvert, Concrete (Spring Street Culverts) A CYIP Culvert, Concrete (Plug & Abandon Culverts) A LF 18" Roadway Pipe (Class 3) Extension A LF 24" Roadway Pipe (Class 3) Extension A LF 30" Roadway Pipe (Class 3) Extension A LS Mobilization A EACH 12" Pipe End Treatment A EACH 15" Pipe End Treatment A EACH Junction Box C LF Combination Curb and Gutter, Type C A LF Steel Beam Guardrail, Class A, Type A LF 8" C 900 P.V.C. Water Main Relaid B LF 10" Ductile Iron Sanitary Sewer Pipe Relaid (Concrete Encased Over Spring St. Culverts) A CYIP Topsoil, 4" Compacted Thickness 1, A ACRE Seeding A ACRE Mulching 2 41 N/A SY Permanent "Landlok 450" Turf Reinforcement Mat (TRM) By Propex Geosynthetics, Or Approved Performance Equal 14, J LF Silt Fence 4, P EACH Inlet Protection Q LF Wattles B SF Construction Signs F EACH Barricades, Type III I EACH Warning Lights, Type B D EACH Channelizing Drums E EACH Cones (36" High) M EACH Ballast For Cone 25 No. VETERANS PARK RENOVATIONS ALTERNATE BID ITEMS ALDOT Item Unit ALDOT Pay Item Description: Quantity: A.B.I. NO. 1: WIDEN NORTH PEDESTRIAN TRAIL FROM 6 FT. WIDE TO 8 FT. WIDE (WITH 2 FT. SHOULDERS): A CY Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted A SY Bituminous Treatment A A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 36 A.B.I. NO. 2: ASPHALT PAVEMENT & 4 FT. HIGH BLACK VINYL COATED CHAIN LINK FENCING FOR NEW PARKING LOT: A SY Bituminous Treatment A 3, A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B B TON Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B A LF Chain Link Fence, 4 Ft. High (With Black P.V.C. Coating) D EACH Chain Link Fence Gate, 24 Feet Wide, Complete W/ Fittings & Lockable Drop Rod & Pipe Receptacle Mounted in Concrete Pad For Drop Rod (Gate Shall Have Black P.V.C. Coating) D EACH Chain Link Fence Gate, 30 Feet Wide, Complete W/ Fittings & Lockable Drop Rod & Pipe Receptacle Mounted in Concrete Pad For Drop Rod (Gate Shall Have Black P.V.C. Coating) G LF Solid White Traffic Stripe (Parking Lot Striping, 4" Wide) 1,890 A.B.I. NO. 3: REPLACE CULVERTS UNDER GEORGE HOLDRIDGE LANE: A LF Drainage Pipe Removal (Existing Culverts) A CYIP Structure Excavation B CYIP Foundation Backfill, Commercial A CYIP Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted A SY Bituminous Treatment A A TON Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B B TON Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B A SF Retaining Wall A LF 54" R.C.P. Roadway Pipe A LF 12" R.C.P. Roadway Pipe (Class 3) Extension 40 NOTE: Electrical Specifications Are On The Electrical Plans 46 N/A LS Trail Lighting System 1 47 N/A LS Remove all Overhead Electrical Service and Put Underground (Except for Electrical Overhead Service Along Spring Street & Along South Park Property Line Adjacent to Residential). Includes Pavillions, Restrooms, & Gazebo N/A LS Remove all Existing Park Lighting and Amend with New Concrete Poles & Fixtures (Includes Flag Pole Lighting) 1 49 N/A LS Relocate 2 Park Security Cameras 1 50 N/A LS Add One New Park Security Camera North of Playground Area 1 51 N/A LS Vendor Outlets 1 51 N/A LS Lighting for New Parking Lot 1 52 N/A LS Lighting for New Parking Lot 1

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