ITB-2019-0502_Addendum_No._5_7.29.19.pdf

City of Casselberry | Procurement Division 95 Triplet Lake Drive, Casselberry, Florida 32707

Phone: 407-262-7700, Ext. 1142 | procurement@casselberry.org

ITB-2019-0502 PW 1708 Howell Park Water Treatment Plan Rehab

Addendum No. 5

PUR-F-212 5/2019 1

DATE: July 29, 2019

TO: All Bidders/Proposers

FROM: Rhonda Ulmer

City of Casselberry Procurement Division

SUBJECT: ITB-2019-0502 PW 1708 Howell Park Water Treatment Plant Rehab

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other terms and conditions of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder pursuant to the requirements set forth in the solicitation document.

I. DUE DATE

This Addendum does not change the solicitation due date. As such, the solicitation response is due no later than Tuesday, August 6, 2019 at 2:00 p.m. Local Time.

II. QUESTIONS AND ANSWERS (Q&A)

The City has received the following question(s) concerning the solicitation:

Q1: The door schedule calls door anodized but specifications say organic which is paint. What do you want the Contractor to use?

A1: The Contractor should use anodized as called out in the door schedule.

Q2: The door elevation says 1/4” tempered glass. If these doors have to be rated, we would have to change glass to 9/16” laminated impact. What would you like the Contractor to quote?

A2: The Contractor shall quote ¼” tempered glass as stated.

Q3: The specifications call for hurricane rated. If the exterior doors have to be rated, we would have to change the hardware to what we tested with. What would you like the Contractor to do?

A3: Please bid in accordance with Section 08710 Door Hardware.

Q4: Some door frames call for a 4” head. We do not have frames with a 4” head. The best we could do is make those doors 2” taller. What would you like the Contractor to do?

A4: The 4-inch frame head is to keep a constant measurement for masonry construction, making the doors 2” tall achieves the same thing. Doors would be 7’-2” with a 2” frame head is an approved equal.

mailto:procurement@casselberry.org

PUR-F-212 5/2019 2

Q5: Specification Section 11233, Chemical Metering Pump and Skid System, RFI: Comment; 1.01 A.

Specification states ‘One (1) Triplex Skid”. Drawings C-10 and C-11 show Two (2) duplex pump skids. Are two (2) duplex skids, as shown on the drawing required?

A5: Yes, two (2) duplex skids are required. Replace Section 11233 Chemical Feed System 1.01 A with the following:

A. Corrosion Inhibitor (36% Orthopolyphosphate) – One (1) Triple Skid: Two (2) Duplex Skids:

Q6: 1.01 A. 6. Are HDPE triple pass code welded black or white fabricated skids acceptable?

A6: Skid materials shall be in accordance with Specification Section 11233.

Q7: Comment 1.01 C.1. Specification requires “100 PSIG”. The tubing size 9.6 for the specified pump has a maximum PSIG rating of 30 PSI. Is the 30 PSIG pressure rating acceptable?

A7: No this is not acceptable.

Q8: 1.01 C. 7. Q. Are HDPE triple pass code welded black or white fabricated skids acceptable?

A8: Skid materials shall be in accordance with Specification Section 11233.

Q9: 1.01 E. 7. Q. Are HDPE triple pass code welded black or white fabricated skids acceptable?

A9: Skid materials shall be in accordance with Specification Section 11233.

Q10: Comment 1.01 E.1. Specification requires “100 PSIG”. The tubing size 9.6 for the specified pump has a maximum PSIG rating of 30 PSI. Is the 30 PSIG pressure rating acceptable?

A10: No this is not acceptable.

Q11: 1.07 M. Comment: The specified sodium hypochlorite pumps do not have NSF-61 certification, however, the 9.6mm FLOPRENE tubing, in the pumps specified, registered trademark by Saint Gobain is NSF-61 approved. Is this acceptable?

A11: All materials used that will be in contact with the liquid shall be NSF-61 certified.

Q12: 2.01 B. 1 thru 3. Comment: Lutz Jesco is a pump manufacturer and skid Manufacturer offering complete packaged chemical skid systems under one roof. They have full technical field support in Florida and unlike other providers are both pump and skid manufacturer. Lutz Jesco has installations throughout the State of Florida meeting specification. Will the specification list Lutz Jesco America Corp as a named supplier?

A12: No, Jesco America Corp will not be listed as a named supplier.

Q13: 1.05 D. Comment; The specified pump manufacturer is not ISO 9001 certified. Will the ISO 9001 certification be removed for the specification?

A13: Yes. The ISO 9001 certification will not be required.

PUR-F-212 5/2019 3

Q14: 2.03 F. Q Can the pedestal be triple pass welded to the skid in lieu of bolting?

A14: Yes this is an acceptable alternative.

Q15: 2.04 A.1.b. Will the specification list Lutz Jesco America meeting the technical specifications as a named supplier?

A15: No, Jesco America Corp will not be listed as a named supplier.

Q16: 2.04 A.2.b. Will the specification list Lutz Jesco America meeting the technical specifications as a named supplier?

A16: No, Jesco America Corp will not be listed as a named supplier.

Q17: On Drawings 6 and 7 regarding the 12’ Wide Swing Gate with Boxout (6’ Double Panels). Is this double gate and 8’+- fence chain link?

A17: The 12’ Wide Gate with Boxout shall be chain link and 6’ high.

Q18: On Drawing E-04n note regarding the gate operator/keypad. Is Liftmaster, Inc. the only vendor specified for this work?

A18: The Liftmaster gate operator/keypad is existing and should be remounted in accordance with the plans.

Q19: Regarding Static Mixers and Injection Quills: The specification is calling for three (3) 16” mixers

(corrosion inhibitor, pre chlorination, and post chlorination) and the Drawing C-12 is calling for a 12” mixer for pre chlorination. The drawings make it appear that the Orthopolyphosphate (Drawing C-12, detail 3 and A, 12”) and the post chlorination (Drawing C-9, detail A, 16”) are injected into stainless steel banded saddles, without static mixers. Can you please clarify this?

A19: Specification Section 11226 is revised as follows.

1.01A. Description

Corrosion Inhibitor (36% Orthopolyphosphate) - One (1) FRP 16-12inch In-Line Static Injection Ring Mixer with ….

Pre Chlorination (12.5% Sodium Hypochlorite) - One (1) FRP 16-12inch In-Line Static Injection Ring Mixer with ….

Post Chlorination (12.5% Sodium Hypochlorite) - One (1) FRP 16-inch In-Line Static Injection Ring Mixer with one (1) CPVC/Viton ¾-inch main connection x 3/8-inch Retractable Injector rated at 150 psi with 6-inch insertion tube and ½-inch flexible hose assembly.

As referenced above and for clarity, there are two (2) 12-inch static mixers; one for the pre chlorination injection location and the other for the ortho-polyphosphate location. The post chlorination location does not include a static mixer, but is to be injected with the use of a stainless steel banded saddle on the 16-inch water main. In addition, the injection quill is revised to be SAF-T-FLO, Model HC-075, and not the previously noted HC-150, as shown on

PUR-F-212 5/2019 4

Sheet C5.

Sheet C5 is revised accordingly and incorporated herein.

Q20: Does this project have any domestic requirements. Example, Buy American, American Iron & Steel (AIS), or State Revolving Fund (SRF)?

A20: No this project does not have any of these requirements.

Q21: Per specifications Section 9960-10 and 11, coating for exposed ferrous metals, such as ductile iron, is to be Zinc Series 90-97 but in the City of Casselberry Utility Standards Manual of approved manufacturers, the coating is listed as Tnemec 37-77 Chem Prime. Which is correct? Would you allow a rust inhibitive primer such as Tnemec N140-1211 Epoxy for exposed ferrous metals?

A21: Please use what is specified in the City of Casselberry Utility Standards Manual for the coating.

A rust inhibitive primer can be used for exposed ferrous metals.

Q22: There is a restraint joint pipe schedule on Plan Sheet C-14 and another on Plan Sheet C-15. Is one for PVC and one for Ductile? If not, which schedule should we quote for restraint?

A22: Contractor shall use restrained joint pipe for ductile iron as shown on Plan Sheet C-15.

Q23: Bid Item Line #17 – Furnish and Install Grinder Pump Station and Associated Piping. Does this bid item include the 6” PVC Sanitary Sewer and the 2” PVC Force Main piping? Please provide a detail for the Grinder Pump Station shown on Plan Sheet C-8.

A23: Bid Item #17 should include the 6” PVC sanitary sewer and 2” PVC force main piping as stated in the line item. In accordance with the note on Plan Sheet C-8 and detail provided on E-06 please use E-One Sewer Systems Model DH152. For more information please contact the vendor.

Q24: Bid Item Line #16 – Furnish and install Fuel Oil piping for relocated fuel tank, located on Plan

Sheet C-8, it is noted that the contractor is to install pipe and fittings necessary for this connection.

No pipe or fittings are shown on the plan. Please provide additional information or a detail for this connection.

A24: Please refer to Specification Section 15191, Fuel Oil Piping System, for the pipe and fitting material to be used for this installation. The Contractor may use all existing piping, pipe supports, clasps, and other material from the existing fuel pipe system shown in the below picture. Any new pipe, and/or material shall be in accordance with the referenced specification. The existing fuel piping is ½-inch carbon steel.

PUR-F-212 5/2019 5

Q25: Plan Sheet C-8, the 16” HSP Discharge line reduces to 12” after the Distribution Flow Meter Vault.

This line appears to continue to an existing Water Main. This line is shown as proposed on Plan Sheet C-6 and it branches in two locations, one toward the 0.25 MGD Ground Storage Tank and the other along an existing storm drain at the bottom of the plan. Where does this line connect to the existing line?

A25: The existing line ends at the new reducer. The plant can be taken off line prior to any construction activity. The city shall actuate all valves for this work.

Q26: Plan Sheet C-8, Is the 6” and 8” Tank Drain from the 0.50 MGD Ground Storage Tank existing or proposed?

A26: Existing.

Q27: Please clarify about the fuel tank scope of work described in Drawing C-8. Please provide a schematic drawing that illustrates size of piping, buried and above ground, and the valves required for the installation of the tank at the new location. The specifications call for black iron and carbon steel pipe, the Drawing C-8 says 316SS but weld pipe fittings, please advise.

A27: Please refer to response to Question No. 24, Page 4 of the Addenda.

PUR-F-212 5/2019 6

Q28: Please clarify the scope of work of the pipe to be removed at the current tank location. Is there any buried pipe that needs to be removed?

A28: Please refer to demolition Plan Sheet C-5.

Q29: Specification 11353 High Service Pumps and Driver does not address the Drives. Specification

16370 “Variable Frequency Drives” details the VFD’s specifics. Question: Are they to be included by the Pump Supplier or the electrical Contractors Scope?

A29: VFD’s will be furnished by the Systems Control Supplier in Section 16370.

Q30: Specification 01650 “Start-up and Testing”, Section 1.01.C, states “The Contractor shall furnish all labor, fuel, energy, lubrication, water, and all other materials, equipment, tools and instruments necessary for the Start-up Demonstration and Acceptance Testing unless otherwise specified”.

Question: Is the GC responsible for cost of fuel, power, water, and the like for testing and operation until Substantial Completion? Or, are these expenses covered by the City of Casselberry?

A30: Expenses are to be covered by the Contractor.

Q31: Specification 02080, Section 3.01.B.3, states “Asbestos: Pipe material containing asbestos shall be removed and disposed by a licensed asbestos abatement Contractor or Subcontractor.”

Furthermore, Section 3.01.D, states “Abandonment: Pipe designated on the drawings to be abandoned…” There are no pipe runs identified in the drawings as asbestos nor is there any documentation in the Bid Documents confirming the presence of asbestos pipe, or asbestos in general such as in the building. As a result, the Owner must include an allowance to address the findings, if any, of what it’s currently an unknown to the Owner, Engineer, and of course, all bidding contractors. The plans do not indicate any Asbestos Piping that needs to be removed as mentioned in Section 3.01.D. Please identify the Asbestos Piping on the plans “OR” verify there is no Asbestos piping on the project.

A31: The only asbestos pipe is shown on the plans Sheet C-7. This piping is to remain and be protected as stated in the note.

Q32: Specification 02050, Section 3.03 “Demolition Procedures”, Items A thru H, all paragraphs refer to “when identified on the drawings”. Question: Again, no pipe is identified on the drawings. What pipe is to be Abandoned, Removed, Abandoned in place what pipe is Asbestos? Please clarify or provide an allowance for all the work related to asbestos such as surveys, abatement, disposal, etc.

A32: There is no asbestos pipe to be removed. Pipe to be removed is shown on Plan Sheet C-5.

There is no pipe to be abandoned.

Q33: Drawing C-5A depicts the Alternate for the Installation of the new Pre-Cast Concrete wall.

Question: If the trees are removed, will the City require replacement of any landscape along the wall?

A33: No, the landscape along the wall does not need to be replaced.

PUR-F-212 5/2019 7

Q34: Section 01400, Paragraph 1.06 states the owner will pay for independent field testing but in the new Section 1410, Paragraph 1.02.B states the contractor shall pay for independent testing.

Please clarify which is correct. We would suggest that a testing allowance be included in the bid form so that the City only pays for actual tests performed.

A34: Please refer to Addendum No. 1 and the updated Section 01410.

Q35: Section 01065, Paragraph 1.01.C states the contractor is to carry the cost of the City building permit. We request that an allowance be added for the building permit so that the City only pays for the actual costs of the permit.

A35: As stated in Addendum No. 1, Q1- the Contractor will be responsible for obtaining City building permits as needed to perform work under this agreement, however the building permits will not be subject to an application fee.

Q36: Can you give us the inside diameter of both Ground Storage Tanks and the wall height?

A36: The inside tank diameters and sidewall heights are as follows:

0.25 MGD - 55’ diameter – 12.5 feet

0.50 MGD - 80’ diameter - 13.5 feet

Q37: Is there a specification for the Prefinished Perforated Aluminum Soffit?

A37: Please attached Specification Section 07410, incorporated herein.

Q38: Is the Xypex waterproofing additive in specification 03500 only required for the pipe trench slabs and walls or are there additional concrete components that this is required?

A38: Yes, Xypex is only required for the pipe trench slabs and walls.

Q39: Plan sheets A3.0 and AA3.0 show core fill 500 insulation in the block cells. Specifications 07210 call for board insulation behind gypsum board. Are both methods of insulation applicable to this project?

A39: Just core fill 500 needs to be used for block walls.

Q40: Specification 08111 only has one acceptable aluminum door manufacturer. Would Alutech Corp of Miami, FL be considered an equal or is Cline considered a sole source manufacturer for this project?

A40: Yes, Aluteck can be considered an equal.

Q41: Sheet C-9, Detail A & B show a 12"x4" flanged tee in the pump suction riser pipe of pump 2. Is this typical for all three pumps or just the pump shown in the detail? Are we to just install with a blind flange or does this tee serve additional purpose?

A41: The 12"x4" flanged tee in the pump suction riser pipe shown for pump 2 is not necessary and is removed from the project and Sheet C-9, Details A and B.

PUR-F-212 5/2019 8

Q42: Plan sheet AA2.0 does not show a louver in the 3'x7' door on the north elevation, but the louver schedule on sheet MM-1 calls out a louver DG-1. Please clarify.

A42: Yes, door should follow louver schedule and should have louver installed.

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

Drawing E-5:

Insert: callout for conduit and wire extending from SSS to JB at Well No.1 to read: 3#2, 1#6GND-1 1/4” and 6#14, 1314-1”

Revise: callout for conduit and wire extending from JB at Well No.1 to the Off/remote to read 7 instead of 6.

Revise: Breaker serving well # 1 to read 100A, 3P instead of 80A, 3P

Drawing C-11 and C-12:

Revise: callout for pre and post chlorine lines to be ½-inch schedule 80 PVC instead of the 1-½ inch shown.

Drawing C-7:

Revise: Add Chain Link Fence and Double Swing Gate Detail

Addition: Section 07410 - Aluminum Soffit Panels

CLARIFICATIONS:

N/A

CHANGE NO. 1: QUESTIONS

IV. SIGN-IN SHEET

V. ATTACHMENTS

PUR-F-212 5/2019 9

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum.

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

07410 - 1

SECTION 07410

ALUMINUM SOFFIT PANELS

PART 1 - GENERAL

1.01 DESCRIPTION OF WORK

A. This section covers the pre-finished, pre-fabricated Factory Manufactured Aluminum Soffit System. All metal trim, accessories, fasteners, insulation and sealants indicated on the drawings are part of this section

B. Related Work Specified Elsewhere

1. Roof Deck structural steel, flat roof systems, preformed metal standing seam roofing, perimeter edge systems, roof hatches.

1.02 QUALITY ASSURANCE

A. Petersen Aluminum Corp, Acworth, GA, 800-272-4482 products establish a minimum of quality required.

B. Manufacturer and erector shall demonstrate experience of a minimum of five (5) years in this type of project.

1.03 SUBSTITUTIONS

A. The material, products and equipment specified in this section establish a standard for required function, dimension, appearance and quality to be met by any proposed substitution.

1.04 SYSTEM DESCRIPTION

A. Material to comply with:

1. ASTM B209 Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

1.05 SOFFIT SYSTEM PERFORMANCE TESTING

A. Soffit System shall be designed to meet Standard Building Code wind load requirements.

B. Soffit System shall be designed to meet applicable Local Building Code and the Soffit System shall have been tested by the Manufacturer per ASTM E-330 and have the applicable Load Tables published from this Air Bag testing for negative loads.

1.06 WARRANTIES

A. Finish warranty: Manufacturer's standard form in which manufacturer agrees to repair finish or replace standing seam metal roof panels that show evidence of deterioration of factory-applied finish within specified warranty period.

1. Exposed Panels Finish - deterioration includes the following:

a. Color fading more than 5 hunter units when tested according to ASTM D 2244

b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214

c. Cracking, checking, peeling or failure of a paint to adhere to a bare metal.

2. Warranty Period: 20 Years from the date of substantial completion

1.07 SUBMITTALS

07410 - 2

A. Furnish detailed drawings showing profile and gauge of exterior sheets, location and type of fasteners, location, gauges, shape and method of attachment of all trim locations and types of sealants, and any other details as may be required for a weather-tight installation.

B. Provide finish samples of all colors to be selected by the Architect.

1.07 DELIVERY, STORAGE AND HANDLING

A. Deliver components, sheets, metal soffit panels and other manufactured items so as not to be damaged or deformed. Package metal soffit panels for protection during transportation and handling.

B. Unload, store and erect metal soffit panels in a manner to prevent bending, warping, twisting and surface damage.

C. Stack metal soffit panels on platforms or pallets, covered with suitable weather tight and ventilated covering. Store metal soffit panels to ensure dryness. Do not store metal soffit panels in contact with other materials that might cause staining, denting or other surface damage.

D. Protect strippable protective coating on any metal coated product from exposure to sunlight and high humidity, except to the extent necessary for material installation.

1.08 PROJECT CONDITIONS

A. Weather Limitations: proceed with installation only when existing and forecasted weather conditions permit metal roof panel work to be performed.

B. Field Measurements: Verify actual dimensions of construction contiguous with metal roof panels by field measurements before fabrication

PART 2 - PRODUCTS

2.01 PANEL DESIGN

A. Soffit panels shall be 12" wide by 3/8" deep. Solid non-perforated Soffit in a pre-finished color to be determined by the Architect.

2.02 ACCEPTABLE MANUFACTURERS

A. This project is specified around the roofing product of Petersen Aluminum Corporation, Petersen Aluminum Corp, Acworth, GA, 800-272-4482, PAC-850 Soffit.

B. Other acceptable manufacturers, if they comply with specification:

1. IMETCO, Tucker, GA, Soffit Panel only

2. ATAS Aluminum, Allentown, PA, "Wind-Lock" Panel only

2.03 MATERIALS AND FINISHES

A. Materials: ASTM B-209 quality aluminum, 3105-H14 Alloy and Temper material. Aluminum shall be tension leveled (temper passed and stretcher leveled) with camber of a maximum of 1/4" in 20 feet, manufactured in the USA, and shall be .032" thick aluminum, US standard grade.

1. Color shall be PAC-CLAD Kynar 500 – selected from full range of manufacturer’s options

2. Panel Surface shall be: Solid

B. Finishes: Finish shall be Kynar 500 or Hylar 5000 Fluorocarbon coating with a top side film thickness of 0.70 to 0.90 mil over 0.25 to 0.31 mil prime coat to provide a total dry film thickness of 0.95 to 1.25 mil. Finish shall conform to tests for adhesion, flexibility and longevity as specified by Kynar 500 or Hylar 5000 finish supplier.

C. Field protection must be provided by the Contractor at the job site so material is not exposed to weather and moisture.

07410 - 3

D. If any strippable film coating is applied to any pre-finished panels or materials for protection during shipping, strippable film shall be removed prior to installation.

E. Forming: use continuous and rolling method. No end laps on panels. No "portable roll forming" machines will be permitted on this project; no installer-owned or installer-rented machines shall be permitted. It is the intent of the Architect to provide Factory-Manufactured soffit systems only for this project.

F. Trim: Trim shall be fabricated of the same material and finish to match the profiled sheeting and press broken in lengths of 10 - 12 feet. Trim shall be formed only by the manufacturer or their approved dealer. Trim to be erected in overlapped condition. Use lap strips only as indicated on drawings. Miter conditions shall be factory welded material to match the sheeting.

G. Fasteners: Fasteners shall be 400 series stainless steel, dished washers stainless steel with bonded neoprene.

H. Zees: Where required by design of primary structural framing system, zees shall be used to span between beams and/or other joists. Thermally responsive base and top clips shall be fastened to the zees on 12" centers.

I. Insulation: See Section 07210: Building Insulation.

2.04 SEALANTS

A. Provide two-part polysulfide class B non-sag type for vertical and horizontal joints or B. One part polysulfide not containing pitch or phenolic extenders or C. Exterior grade silicone sealant recommended by roofing manufacturer or D. One part non-sag, gun grade exterior type polyurethane recommended by the roofing manufacturer.

2.05 FABRICATION

A. Comply with dimensions, profile limitations, gauges and fabrication details shown and if not shown, provide manufacturer's standard product fabrication.

B. Fabricate components of the system in factory, ready for field assembly.

C. Fabricate components and assemble units to comply with fire performance requirements specified.

D. Apply specified finishes in conformance with manufacturer's standard, and according to manufacturer's instructions.

PART 3 EXECUTION

3.01 INSPECTION

A. Examine alignment of structural steel and related supports, primary and secondary roof framing, solid roof sheathing, prior to installation.

B. For the record, prepare written report, endorsed by installer, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 FASTENERS

A. Secure units to supports B. Place fasteners as indicated in manufacturer's standards.

3.03 INSTALLATION

07410 - 4

A. Panels shall be installed plumb and true in a proper alignment and in relation to the structural framing. The erector must have at least five years successful experience with similar applications.

B. Install soffit panels, fasteners, trim and related sealants in accordance with approved shop drawings and as may be required for a weather-tight , complete and architecturally pleasing installation.

C. Remove all strippable coating and provide a dry-wipe down cleaning of the panels as they are erected.

D. Panels attached to any TREATED LUMBER FURRING MUST HAVE AN APPROPRIATE

VAPOR BARRIER INSTALLED OVER THE TREATED LUMBER PRIOR TO INSTALLING ANY

SOFIT PANELS OR RELATED FLASHINGS. DO NOT ALLOW ANY METAL PRODUCTS TO

COME INTO DIRECT CONTACT WITH TREATED LUMBER.

3.04 DAMAGED MATERIAL

A. Upon determination of responsibility, repair or replace damaged metal panels and trim to the satisfaction of the Architect and Owner.

END OF SECTION

EXISTING PUMP SUCTION LINE

NEW RAW WATER LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

EXISTING POTABLE WATER LINE

SITE PIPING LEGEND:

EXISTING RAW WATER LINE

EXISTING STORAGE TANK DRAIN LINE

CHLORINE SOLUTION

ORTHO-POLYPHOSPHATE SOLUTION

NEW FORCE MAIN

NEW WATER SERVICE LINE

NEW SANITARY SERVICE LINE

90.5

90.5

EXISTING SANITARY SEWER GRAVITY LINE

NEW PUMP SUCTION/DISCHARGE LINE

EXISTING TANK FILL LINE (RAW WATER)

EXISTING SANITARY SEWER GRAVITY LINE

N

GRAPHIC SCALE

Scale:

Job No.

Date:

SAB

DEM

RAS

SAB

Checked by:

Approved by:

Designed by:

Drawn by:

D r a w i n g n a m e

C

R

A S

P r o j e c t s C

C u r r e n t P l a n S e t C b a s e d w g

J u l p m r s t o r y

ByNo. Date

2019C

C1993

7/29/2019

1" = 15'

ByNo. Date Revision Revision

1117 E. Robinson St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

www.cphcorp.com

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Offices In:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

Traffic/Transportation

CITY OF CASSELBERRY

Howell Park WTP Improvements

Seminole County, Florida SCOTT A. BREITENSTEIN

REG NO. 57402

SITE GRADING PLAN

Sheet No.

C-7

B I D

R A

W I N

G

DISTRIBUTION

FLOW METER

0.25 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

0.50 MGD

GROUND STORAGE TANK

W/ CASCADE AERATION

G E

N E

R A

T O

R

WELL

NO. 1

HSP, ELECTRICAL,

AND OPERATIONS

BUILDING

C H

E M

I C

A L

R O

O M

CL2 BULK

STORAGE

FUEL TANK

S

T

A

T

E

O

GROUND STORAGE

TANK DRAIN LINE

GROUND STORAGE

TANK DRAIN LINE

P

V

C

N

K

A

I

N

A

I

N

HIBISCUS ROAD

91.78

CONCRETE

SLAB EL. 91.75

BUILDING

F.F. 91.83

FLOW METER

WELL NO. 2

BUILDING

F.F. 91.83

91.61

MATCH

EXISTING

2" SCHEDULE 80 PVC SUMP

PUMP DISCHARGE PIPE

6' HIGH CHAIN LINK FENCE

SUMP PUMP DISCHARGE PIPE

OUTLET AND SPLASH PAD

SEE SHEET C-13 FOR DETAIL

D

I P

T A

A

I N

CONCRETE

SPLASH PAD EL. 90.25

SAW CUT EXISTING

ASPHALT PAVEMENT.

MATCH NEW CONCRETE

PAVEMENT TO EXISTING

91.41

MATCH

EXISTING

PROTECT EXISTING 6" A.C. PIPE

TANK DRAIN DURING CONSTRUCTION

x

R E

D U

C E

R

A

I

N

8" D.I.P. TANK

DRAIN LINE

TANK

DRAIN LINE

91.78

91.70 TOP

OF CURB

DISTRIBUTION

FLOW METER

0.25 MGD

GROUND STORAGE

TANK

0.50 MGD

GROUND STORAGE TANK

G E

N E

R A

T O

R

W E

L L

O

HSP, ELECTRICAL,

AND OPERATIONS

BUILDING

C H

E M

I C

A L

R O

O M

CL2 BULK

STORAGE

FUEL TANK

6'

18.27' 30'

14'6.5'

40.45'

6'

9.1'

16'

10.45'

21.56'

7.5'

SITE DIMENSION LAYOUT AND GATE SENSOR DETECTOR LOOP LOCATIONS

35.33'

23.5'

6" THICK CONCRETE PAVEMENT

SEE SHEET C-15 FOR DETAIL

CONCRETE SIDEWALK

CONCRETE SLAB

6"x18" CONCRETE CURB

AND GRAVEL - SEE

SHEET C-15 FOR DETAIL

EXISTING 8' HIGH, MOTORIZED ROLL

GATE TO REMAIN. CONTRACTOR TO

REMOVE AND REINSTALL ROLL GATE,

GATE POST, AND GATE MOTOR AS

NECESSARY FOR BUILDING CONSTRUCTION

NOTES:

1. SOD ALL DISTURBED AREAS WITHIN CONSTRUCTION SITE.

2. THE SECURITY OF THE WATER TREATMENT PLANT IS TO

BE MAINTAINED AT ALL TIMES DURING THE REMOVAL OF

EXISTING FENCING AND INSTALLATION OF NEW PRE-CAST

CONCRETE POST AND PANEL FENCING AND DURING SITE

CONSTRUCTION.

BOLLARD SEE

FLOOR PLAN

BOLLARD SEE

FLOOR PLAN

GRINDER PUMP

STATION

TOP EL. 91.75

EXISTING POWER POLE

EXISTING GUY WIRES

EXISTING CHAIN LINK

FENCE TO REMAIN

EXISTING GUY WIRE

EXISTING POWER POLE

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL THIS SHEET

8' HIGH, PRE-CAST CONCRETE POST AND

PANEL FENCE. SEE DETAIL THIS SHEET

ADDITIVE ALTERNATE

8' HIGH, PRE-CAST CONCRETE

POST AND PANEL FENCE.

SEE DETAIL THIS SHEET

ADDITIVE ALTERNATE

REMOVE EXISTING SHRUBS AND

VEGETATION AS NECESSARY

FOR FENCE INSTALLATION

ADDITIVE ALTERNATE

REMOVE EXISTING TREES AS NECESSARY

FOR INSTALLATION OF PRE-CAST CONCRETE

POST AND PANEL FENCE. APPROVAL BY THE

CITY REQUIRED PRIOR TO TREE REMOVAL

DESIGN REQUIREMENTS:

1. PRE-CAST CONCRETE PANEL AND POST TO BE 5000 PSI.

2. FENCE POST CONCRETE FOOTING TO BE 3000 PSI.

3. PRE-CAST CONCRETE POST TO HAVE DECORATIVE PIER CAP.

4. MINIMUM SOIL LATERAL BEARING ALLOWABLE = 150 PSF/FT. OF

DEPTH BELOW GRADE.

5. MINIMUM ALLOWABLE SOIL BEARING PRESSURE = 2000 PSI.

6. DIMENSIONS MAY BE REDUCED TO FIT PROJECT REQUIREMENTS.

7. GROUT BETWEEN POST AND FOOTING TO BE 2500 PSI.

8. FENCE MANUFACTURER TO BE FLORIDA WALL CONCEPTS OR

APPROVED EQUAL. MANUFACTURER TO SUBMIT SIGNED AND

SEALED STRUCTURAL DRAWINGS MEETING BUILDING PERMIT

AND WIND LOAD REQUIREMENTS.

1'-8"

2'-0" DIA.

12'-0"

10" 10"

WALL TOP VIEW

WALL FRONT VIEW

COLUMN TOP VIEW

COLUMN FRONT VIEW

VERTICAL REBAR

HORIZONTAL TIES

(2) TIES AT BASE OF WALL

REBAR 'L' DOWEL

VERTICAL REBAR

HORIZONTAL TIES

3" MIN. CLEARANCE

LOOPED REBAR

1'-2"

REBAR CENTERED IN

PERIMETER OF PANEL WIDTH.

3" MIN. CLEARANCE ALL AROUND

PERIMETER REBAR THRU

LOOP INSERTS (TYP.)

(2) COIL LOOP INSERTS

WITH 1/2" RECESS

(2) COIL LOOP INSERTS WITH 1/2" RECESS

SECTION A-A

PRE-CAST CONCRETE POST AND PANEL FENCE

HAIR PIN

THRU INSERT

GROUT SURFACE

AS REQUIRED

(3) TIES AT TOP OF FOOTER

10'-4"

12'-0"

10" 10" 10'-4"

DECORATIVE PANEL FACE

AA

AA

1'-8"

DETECTOR LOOP REPLACEMENT NOTE:

CONTRACTOR TO REMOVE EXISTING DETECTOR

LOOPS AND INSTALL NEW DETECTOR LOOPS IN

CONCRETE ACCESS DRIVE. CONTRACTOR TO

CONNECT NEW DETECTOR LOOPS/SENSORS

TO EXISTING GATE SYSTEM EQUIPMENT.

SEE SHEET C-15 FOR DETECTOR LOOP DETAIL

EXISTING DETECTOR LOOPS FOR

GATE SENSORS LOCATED UNDER

EXISTING ASPHALT PAVEMENT

NOTES:

1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND

THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY.

2. PROVIDE CHAIN AND LOCK FOR SECURING GATE.

3. FENCING AND POSTS SHALL BE BLACK, VINYL CLAD.

FENCE DETAIL

DOUBLE SWING GATE DETAIL

#9 GALV CLIPS

2'-MAX SPACING

POST CAP

3" POST

CORNER SCH. 40

FINISHED

GRADE

STRETCHER BARS

2" MESH FABRIC

BLACK VINYL

COATED

3/8" ROUND

TRUSS BARS

TURNBUCKLE

#9 TIE WIRES

12" OC

" LINE POST

SCH. 40

TENSION WIRE

2500 PSI

CONCRETE

3" GATE POST

SCH. 40 (TYP)

GATE CORNER

3/8" ADJ

TRUSS RODS

" GATE FRAME

SCH. 40

2500 PSI

CONCRETE

10'-0" TO CENTER (MAX)

" TOP RAIL

SCH. 20 (TYP)

6"

12"

2"

6' 0" 6' 0"

12"

6"

6"

12"

FINISHED GRADE

BOX OUT (TYP)

NOT TO SCALE

CHAIN LINK FENCE AND DOUBLE SWING GATE

CAUTION!

EXISTING TANK DRAIN

TRANSITIONS FROM 6" PVC TO

6" A.C. PIPE. FIELD VERIFY

EXACT LOCATION AND DEPTH.

PROTECT EXISTING A.C. PIPE

DURING CONSTRUCTION

1 7-29-19 SABREVISED PER ADDENDUM NO. 5

6' HIGH x 12' WIDE SWING

GATE WITH BOXOUT

(6' DOUBLE PANELS)