please note that the sod depth has been revised to one and a ...a. reinforcing bars: astm a 615/a...

kimley-horn.com 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 919 677 2000

April 3, 2017

TO: PROSPECTIVE BIDDERS HOLDING PLANS AND SPECIFICATIONS FOR

CITY OF RALEIGH PROJECT # 274-PR-WCAC-SITE-2017

RE: WALNUT CREEK ATHLETIC COMPLEX RENOVATION PROJECT – SITE WORK

ADDENDUM NO. 3

The following changes and clarifications are applicable to the referenced project and are now a partof its contract documents. Where any article, division, or subparagraph of the original contractdocuments or other addenda is supplemented herein, the provisions of the original documents shallremain in effect. All the supplemental provisions shall be considered as added thereto. Where anysuch article, division, or subparagraphs are amended, voided, or superseded thereby, the provisionsof such article, division, or subparagraph not so specifically amended, voided, or superseded shallremain in effect.

The attention of each contractor is called to the following clarifications, additions to, and changes inthe plans sealed March 17, 2017, and specifications sealed March 17, 2017, on the above project. Itwill be the responsibility of each contractor to call such clarifications, additions, and changes in plansand specifications to the attention of subcontractors concerned. The City in no way assumes anyresponsibility for notifying any subcontractor, material dealers, or others not having received theoriginal contract documents.

Please note that the sod depth has been revised to one and a half inches (1-1/2”) minimum.This number is the soil thickness once the sod is cut at the farm.

Bidder must acknowledge receipt of Addendum No. 3 by signing appropriately on Proposal Formincluded in the Bid Documents.

QUESTIONS & ANSWERS:

1. Question: Can we get better clarification on work to be done around new maintenance buildings.

Response: The site work contractor is expected to work in conjunction with buildingcontractor. The site work contractor is responsible for providing a pad readysite with all utilities within five feet (5’) of the building foundation.


2. Question: Need clarification of concrete saw cutting paths and replacement of same, forelectrical connections to existing panels in Wheelhouses.

Response: The contractor is to evaluate the shortest distance while minimize cutting ofexisting concrete. Contractor shall utilize landscape areas to the extentfeasible.

3. Question: Where are all salvaged items to be stored onsite? Who is to carry insurance coverageon this equipment during construction?

Response: The contractor is responsible for site security. All salvaged items are to bestored on-site within the perimeter fence line. The contractor is responsible forcarrying insurance coverage on all equipment until project completion.

4. Question: Please clarify bid form item 106 Bulk storage walls. Plan L108 says see architectureplans. There are no Architecture plans in package set.

Response: The bulk storage walls are to be constructed by the building contractor and arenot part of this bid package. Please see the updated bid form.

5. Question: Please clarify bid form item 107 Wash Bay. Plan L108 says see architecture plans.There is no Architecture plans in package set.

Response: The wash bay is to be constructed by the building contractor and is not part ofthis bid package. Please see the updated bid form.

6. Question: Please clarify bid form item 113 Cloud software service (10 year access)?

Response: The contractor is to purchase a ten-year license for City use of cloud software.

7. Question: Sheet L212 Detail 1 calls for Architectural Block to match Maintenance building. Needspec.

Response: Architectural block shall be a combination of polished faced and split facedblock by Echelon Masonry or approved equal. The contractor is to provideshop drawings for approval prior to construction by the project landscapearchitect.

8. Question: Sheet L 212 detail 1 calls for NC structural engineer to submit shop drawings. Totalenclosure?

Response: Yes, the contractor shall submit shop drawings sealed by a North Carolinalicensed structural engineer for the entire enclosure.


9. Question: Spec page TS-017700-2 calls for pest control report and warranty. Is this required?

Response: Yes, this is required.

10. Question: Spec section 042000 calls out related requirements – section 033000. Please provide.

Response: Technical specification section 033000 is attached as part of this addendum.

11. Question: Are we to bid per bid form quantities or do we adjust per our take off?

Response: The contractor is to bid on quantities provided. Contractor shall also provideany clarification for any adds or deducts from his or her own take offs.

ATTACHMENTS:

l Technical Specification 033000 Miscellaneous Cast-in-place Concretel Revised Bid Form (PDF and Excel Formats)l List of Planholders

WALNUT CREEK ATHLETIC COMPLEX 274-PR-WCAC-SITE-2017RENOVATION – SITE WORK

APRIL 3, 2017 TS - 033000 - 1

SECTION 033000 - MISCELLANEOUS CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and SupplementaryConditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes cast-in-place concrete, including reinforcement, concrete materials, mixturedesign, placement procedures, and finishes.

B. Related Requirements:

1. Section 321313 "Concrete Paving" for concrete pavement and walks.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Design Mixtures: For each concrete mixture.

1.4 QUALITY ASSURANCE

A. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements forproduction facilities and equipment.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. Comply with the following sections of ACI 301 unless modified by requirements in the ContractDocuments:

1. "General Requirements."2. "Formwork and Formwork Accessories."3. "Reinforcement and Reinforcement Supports."4. "Concrete Mixtures."5. "Handling, Placing, and Constructing."6. "Lightweight Concrete."

B. Comply with ACI 117.


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2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

B. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, plain, fabricated from as-drawn steel wire into flat sheets.

C. Deformed-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, flat sheet.

2.3 CONCRETE MATERIALS

A. Source Limitations: Obtain each type or class of cementitious material of the same brand fromthe same manufacturer's plant, obtain aggregate from single source, and obtain admixturesfrom single source from single manufacturer.

B. Cementitious Materials:

1. Portland Cement: ASTM C 150/C 150M, Type I, Type II, or Type I/II.2. Fly Ash: ASTM C 618, Class C or F.3. Slag Cement: ASTM C 989/C 989M, Grade 100 or 120.

C. Normal-Weight Aggregate: ASTM C 33/C 33M, ¾” nominal maximum aggregate size, unlessotherwise indicated on plans.

D. Air-Entraining Admixture: ASTM C 260/C 260M.

E. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures andthat do not contribute water-soluble chloride ions exceeding those permitted in hardenedconcrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.2. Retarding Admixture: ASTM C 494/C 494M, Type B.3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

F. Water: ASTM C 94/C 94M.

2.4 RELATED MATERIALS

A. Vapor Retarder: Polyethylene sheet, ASTM D 4397, not less than 10 mils thick; or plasticsheet, ASTM E 1745, Class C.

B. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork orself-expanding cork.

2.5 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for applicationto fresh concrete.


APRIL 3, 2017 TS - 033000 - 3

B. Absorptive Cover: AASHTO M 182, Class 3, burlap cloth or cotton mats.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

2.6 CONCRETE MIXTURES

A. Comply with ACI 301.

B. Normal-Weight Concrete, 3,000 psi:

1. Minimum Compressive Strength: 3,000 psi at 28 days.2. Maximum W/C Ratio: 0.45.3. Cementitious Materials: Use fly ash, pozzolan, slag cement, and silica fume as needed

to reduce the total amount of portland cement, which would otherwise be used, by notless than 40 percent.

4. Slump Limit: 8 inches for concrete with verified slump of 2 to 4 inches before addinghigh-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch.

5. Air Content: 6 percent, plus or minus 1.5 percent. Add an additional 1 percent to aircontent if aggregate less than ¾” nominal is used.

C. Normal-Weight Concrete, 3,500 psi:

1. Minimum Compressive Strength: 3,500 psi at 28 days.2. Maximum W/C Ratio: 0.45.3. Cementitious Materials: Use fly ash, pozzolan, slag cement, and silica fume as needed

to reduce the total amount of portland cement, which would otherwise be used, by notless than 40 percent.

4. Slump Limit: 8 inches for concrete with verified slump of 2 to 4 inches before addinghigh-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch.

5. Air Content: 6 percent, plus or minus 1.5 percent. Add an additional 1 percent to aircontent if aggregate less than ¾” nominal is used.

2.7 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according toASTM C 94/C 94M and furnish batch ticket information.

1. When air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according toASTM C 94/C 94M. Mix concrete materials in appropriate drum-type batch machine mixer.

1. For mixer capacity of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes, but notmore than 5 minutes after ingredients are in mixer, before any part of batch is released.

2. For mixer capacity larger than 1 cu. yd., increase mixing time by 15 seconds for eachadditional 1 cu. yd.

3. Provide batch ticket for each batch discharged and used in the Work, indicating Projectidentification name and number, date, mix type, mix time, quantity, and amount of wateradded. Record approximate location of final deposit in structure.


APRIL 3, 2017 TS - 033000 - 4

PART 3 - EXECUTION

3.1 FORMWORK INSTALLATION

A. Design, construct, erect, brace, and maintain formwork according to ACI 301.

3.2 EMBEDDED ITEM INSTALLATION

A. Place and secure anchorage devices and other embedded items required for adjoining workthat is attached to or supported by cast-in-place concrete. Use setting drawings, templates,diagrams, instructions, and directions furnished with items to be embedded.

3.3 STEEL REINFORCEMENT INSTALLATION

A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supportingreinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder beforeplacing concrete.

3.4 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install so strength and appearance of concrete are not impaired, atlocations indicated or as approved by Architect.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioningconcrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness, as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishingeach edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints afterapplying surface finishes. Eliminate groover marks on concrete surfaces.

D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slabjunctions with vertical surfaces, such as column pedestals, foundation walls, grade beams,and other locations, as indicated.

1. Extend joint-filler strips full width and depth of joint, terminating flush with finishedconcrete surface unless otherwise indicated.

3.5 CONCRETE PLACEMENT

A. Comply with ACI 301 for placing concrete.

B. Before test sampling and placing concrete, water may be added at Project site, subject tolimitations of ACI 301.

C. Do not add water to concrete during delivery, at Project site, or during placement.


APRIL 3, 2017 TS - 033000 - 5

D. Consolidate concrete with mechanical vibrating equipment according to ACI 301.

E. Equipment Bases and Foundations:

1. Coordinate sizes and locations of concrete bases with actual equipment provided.2. Construct concrete bases 6 inches high unless otherwise indicated; and extend base not

less than 6 inches in each direction beyond the maximum dimensions of supportedequipment unless otherwise indicated or unless required for seismic anchor support.

3. Minimum Compressive Strength: 3000 psi at 28 days.4. Install dowel rods to connect concrete base to concrete floor. Unless otherwise

indicated, install dowel rods on 18-inch centers around the full perimeter of concretebase.

5. For supported equipment, install epoxy-coated anchor bolts that extend throughconcrete base, and anchor them into structural concrete substrate.

6. Prior to pouring concrete, place and secure anchorage devices. Use setting drawings,templates, diagrams, instructions, and directions furnished with items to be embedded.

7. Cast anchor-bolt insert into bases. Install anchor bolts to elevations required for properattachment to supported equipment.

3.6 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holesand defects repaired and patched. Remove fins and other projections exceeding 1/2 inch.

1. Apply to concrete surfaces not exposed to public view.

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged inan orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes anddefective areas. Remove fins and other projections exceeding 1/8 inch.

1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish, or to becovered with a coating or covering material applied directly to concrete.

C. Rubbed Finish: Apply the following rubbed finish, defined in ACI 301, to smooth-formed-finished as-cast concrete where indicated:

1. Smooth-rubbed finish.2. Grout-cleaned finish.3. Cork-floated finish.

D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfacesadjacent to formed surfaces, strike off smooth and finish with a texture matching adjacentformed surfaces. Continue final surface treatment of formed surfaces uniformly acrossadjacent unformed surfaces unless otherwise indicated.

3.7 FINISHING UNFORMED SURFACES

A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations forconcrete surfaces. Do not wet concrete surfaces.

B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats ordarbies to form a uniform and open-textured surface plane before excess moisture orbleedwater appears on surface.


APRIL 3, 2017 TS - 033000 - 6

1. Do not further disturb surfaces before starting finishing operations.

C. Scratch Finish: Apply scratch finish to surfaces indicated and surfaces to receive concretefloor topping or mortar setting beds for ceramic or quarry tile, portland cement terrazzo, andother bonded cementitious floor finishes unless otherwise indicated.

D. Float Finish: Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and tofloor and slab surfaces to be covered with fluid-applied or sheet waterproofing, fluid-applied ordirect-to-deck-applied membrane roofing, or sand-bed terrazzo.

E. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfacesexposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set overa cleavage membrane, paint, or another thin film-finish coating system.

F. Trowel and Fine-Broom Finish: Apply a partial trowel finish, stopping after second troweling, tosurfaces indicated and to surfaces where ceramic or quarry tile is to be installed by eitherthickset or thinset methods. Immediately after second troweling, and when concrete is stillplastic, slightly scarify surface with a fine broom.

G. Slip-Resistive Broom Finish: Apply a slip-resistive finish to surfaces indicated and to exteriorconcrete platforms, steps, and ramps. Immediately after float finishing, slightly roughentrafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route.

3.8 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hottemperatures. Comply with ACI 306.1 for cold-weather protection and with ACI 301 for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windyconditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishingoperations. Apply according to manufacturer's written instructions after placing, screeding, andbull floating or darbying concrete, but before float finishing.

C. Begin curing after finishing concrete but not before free water has disappeared from concretesurface.

D. Curing Methods: Cure formed and unformed concrete for at least seven days by one or acombination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with thefollowing materials:

a. Water.b. Continuous water-fog spray.c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete

surfaces and edges with 12-inch lap over adjacent absorptive covers.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining coverfor curing concrete, placed in widest practicable width, with sides and ends lapped atleast 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than sevendays. Immediately repair any holes or tears during curing period, using cover materialand waterproof tape.


APRIL 3, 2017 TS - 033000 - 7

3.9 FIELD QUALITY CONTROL

A. Testing Agency: Owner will engage a qualified testing agency to perform tests andinspections.

B. Tests: Perform according to ACI 301.

1. Testing Frequency: Coordinate testing frequency with Engineer and Owner for eachunique element that is placed.

END OF SECTION 033000

City of Raleigh Project 274-PR-WCAC-SITE-2017

PAYITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL

1 MOBILIZATION LS 1

2 DEMOLITION LS 1

3 FINE GRADING LS 1

4 FIELD FINE GRADING EA 9

5 FRAISE MOWING SY 56628

6 3/4" RPZ BFP EA 1

7 3/4" WATER METER EA 1

8 YARD HYDRANT WITH DRAINAGE SUMP EA 1

9 1" DCA BACKFLOW EA 1

10 1" METER EA 1

11 1 1/2" RPZ BFP EA 1

12 1 1/2" METER EA 1

13 6" DIP LF 1156

14 2" TYPE 'K' COPPER LF 132

15 1 1/2" TYPE 'K' COPPER LF 59

16 1" TYPE 'K' COPPER LF 38

17 3/4" TYPE 'K' COPPER LF 58

18 6" DCDA BFP EA 1

19 HYDRANT EA 1

20 6" GATE VALVES EA 3

21 TAPPING SLEEVE (8" X 6") EA 1

22 6" 45 DEGREE BEND WITH THRUST BLOCK EA 5

23 6" 22.5 DEGREE BEND WITH THRUST BLOCK EA 2

24 6" 11.25 DEGREE BEND WITH THRUST BLOCK EA 3

25 6" X 6" X 6" TEE EA 1

26 2" X 2" X 2" TEE EA 1

27 6" X 2" REDUCER EA 1

28 2" X 1 1/2" REDUCER EA 1

29 2" X 1" REDUCER EA 1

30 3/4" CORPORATION STOP EA 1

31 4" PVC SEWER LINE LF 117

32 4" SANITARY CLEAN-OUT EA 2

33 CLASS A RIP RAP TONS 9

34 CONCRETE CURB FLUME EA 3

35 CHECK DAM EA 8

36 CATCH BASIN RISER EA 0

37 INLET PROTECTION EA 23

38 SILT FENCE / TREE PROTECTION FENCE LF 7460

39 SILT FENCE OUTLET EA 39

40 WATER CONNECTION AT FOOD TRUCK PLAZA LS 1

41 WATER CONNECTION AT MAINTENANCE FACILITY LS 1

42 SANITARY SEWER CONNECTION AT MAINTENANCE FACILITY LS 1

43 FIRE HYDRANT CONNECTION AT MAINTENANCE FACILITY LS 1

Bid FormWalnut Creek Athletic Complex Renovation - Site WorkApril 3, 2017

BP-1




44 24' WIDE GALVANIZED CHAIN LINK SLIDING GATE EA 1

45 15' WIDE GALVANIZED CHAIN LINK SLIDING GATE EA 1

46 ELECTRONIC SLIDING GATE OPERATOR & CONTROL BOX EA 1

47 24' DECORATIVE GATE, ELECTRONIC SWING GATE OPERATOR & CONTROL BOXLS 1

48 MONUMENTAL BRICK PIERS AT SECURITY GATE EA 2

49 STAIRCASE ENTRY GATEWAY FEATURE LS 1

50 ACCESSIBLE ENTRY GATEWAY FEATURE LS 1

51 PEDESTRIAN-RATED CONCRETE SY 446

52 VEHICULAR-RATED CONCRETE SY 1293

53 8" GRAVEL SURFACING TON 1415

54 CONCRETE CURB & GUTTER LF 1056

55 CONCRETE WHEEL STOPS EA 22

56 ASPHALT & AGGREGATE BASE COURSE SY 2495

57 BRICK CHEEK WALL AT STAIRCASE LF 75

58 EQUIPMENT RAMP AT STAIRCASE LF 24

59 CONCRETE STAIRCASE LFR 220

60 POWDER-COATED HANDRAILS LF 70

61 TICKET BOOTH EA 2

62 CONCRETE HEADER CURB LF 9

63 BRICK KNEE WALL AT BACKSTOP EA 9

64 10' HT. GALVANIZED CHAIN LINK FENCING LF 700

65 10' HT. BLACK WINDSCREEN LF 470

66 8' HT. BLACK FUSE BONDED CHAIN LINK FENCING LF 8200

67 12' HT. BLACK FUSE BONDED CHAIN LINK FENCING LF 2200

68 12' WIDE BLACK FUSE BONDED CANTILEVERED GATE EA 10



71 BACKSTOP NETTING & DEEP FOUNDATIONS EA 9

72 DUGOUT CANOPY EA 18

73 DUGOUT BENCH EA 18

74 "VISITOR" SIGN EA 9

75 "HOME" SIGN EA 9

76 OUTFIELD DISTANCE SIGN EA 27

77 FIELD NUMBER SIGN EA 9

78 "NON-POTABLE WATER IN USE" SIGN EA 9

79 BALL BABY IN-FENCE BALL RETURN EA 18

80 BATTYSHACK BAT AND BALL HOLDER EA 18

81 ALUMINUM HELMET CUBBIES EA 18

82 BACKSTOP PADDING LF 510

83 RAIL COVERS LF 4455

84 FOUL POLES (20' HEIGHT) EA 18

85 CONCRETE BULLPENS SY 1470

86 SHADE SAILS EA 20

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87 IN-FIELD MIX - 4" SUBGRADE CY 1575

88 IN-FIELD MIX - 1/2" TOP DRESSING CY 198

89 WARNING TRACK MIX CY 833

90 FLEXEDGE RUBBER CURB SYSTEM LF 4239

91 FIELD SIGNAGE EA 9

92 CONCRETE RIBBON CURB LF 5400

93 VENDING ENCLOSURE EA 2

94 PA LOUDSPEAKER EA 9

95 SOUNDSYSTEM EA 2

96 ELEVATED SCORING STATION EA 9

97 DUMPSTER ENCLOSURE WITH GATES EA 1

98 THERMOPLASTIC PARKING STRIPING (90mm) LF 1850

99 THERMOPLASTIC ADA PARKING SYMBOL (120mm) EA 23

100 THERMOPLASTIC PARKING LOT ARROWS (120mm) EA 9

101 THERMOPLASTIC PARKING LOT STOP BAR (120mm) EA 1

102 STANDARD STOP SIGN EA 1

103 STANDARD DO NOT ENTER SIGN EA 2

104 STANDARD ACCESSIBLE PARKING SIGN EA 19

105 VAN ACCESSIBLE PARKING SIGN EA 4

106 BULK STORAGE WALLS LF 0

107 WASH BAY SF 0

108 1,000 GALLON OIL / WATER SEPARATOR EA 1

109 FIXED BOLLARDS EA 8

110 REMOVABLE BOLLARDS EA 4

111 CLOUD CONTROL SOFTWARE LS 1

112 FLOW SENSORS (MASTER VALVES) LS 1

113 CLOUD SOFTWARE SERVICE (10 YEAR ACCESS) YR 10

114 FIELD IRRIGATION EA 9

115 TIFWAY 419 SOD SF 208807

116 AS-BUILT SURVEY LS 1

117 RIGHT TURN ONLY SIGN EA 1

118 FRENCH DRAINS EA 9119 CATCH BASIN FILTER INSERT EA 10

$0.00GRAND TOTAL

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