A.07.24_Amendment_0001_W912DQ-16-R-4000.pdf

406844

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

KC-46A DEICING PADS ACE PRQE165114

***See SF 30 Block 14 Continuation Page for a summary of changes.***

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 19-Jan-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DQ-16-R-4000

X 9B. DATED (SEE ITEM 11)

07-Jan-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Jan-2016

CODE

USACE, KANSAS CITY +

FEDERAL BLDG. CT-M RM 647; 601 E 12TH ST

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ-16-R-4000

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0001

The SOLICITATION is amended as follows:

NOTE: Deleted text is shown with strikethrough. Added text is shown with underline.

1. DRAWINGS:

a. Delete Drawing Sheet CU504 “Deicing Storage Tank System Detail” in its entirety and replace with the revised drawing sheet provided with this amendment.

CU504 DEICING STORAGE TANK SYSTEM DETAIL – Revised Liftstation and Valve Vault Note 4 to read the following: PROVIDE TWO SUBMERSIBLE PUMPS EACH CAPABLE OF PUMPING

100 GPM @ 21.0 FEET TDH.

2. Section 00 21 00 – Instructions, Conditions and Notices to Offeror

SUBMITTAL REQUIREMENTS

SECTION 4.0 INQUIRIES/QUESTIONS

Adds the following: G. Offerors Offerors can also view and download all plans and specifications in ProjNet at www.projnet.org/projnet.

3. Wage determinations: SECTION 00 73 46 has changed.

4. Offerors are required to acknowledge receipt of this amendment on the Bidding Form in the space provided.

Failure to acknowledge all amendments may cause rejection of the bid.

5. All other terms and conditions remain unchanged and in full force.

http://www.projnet.org/projnet

Section 00 21 00 - Instructions, Conditions and Notices to Offeror

SUBMITTAL REQUIREMENTS

PROPOSAL FORMAT AND SUBMITTAL REQUIREMENTS

4.0 INQUIRIES/QUESTIONS

1. Prospective Offerors shall submit contracting and technical inquiries and questions concerning this solicitation document via Bidder Inquiry in ProjNet at www.projnet.org/projnet.

A. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into the system. To self-register, go to the aforementioned web page and click on the BID tab. Select Bidder Inquiry, select agency USACE, enter the Bidder Inquiry Key for this solicitation listed below, your email address, and then click login. Fill in all required information and click create user. Verify that information on the next screen is correct and click continue.

B. From this page, you may view all bidder inquiries or add a new inquiry.

C. Offerors will receive an acknowledgement of their questions via email, followed by an answer to their questions after it has been processed by our technical team.

***Please Note: Offerors shall only submit one question per inquiry. All inquiries containing multiple questions shall be rejected***

D. The Solicitation Number is: W912DQ-16-R-4000, De-Icing Pads, McConnell Air Force

Base, Kansas

E. The Bidder Inquiry Key is: 83K462-G9TG6N

F. The Plan Room Key is: 5SIGYY-4S55KC

G. Offerors Offerors can also view and download all plans and specifications in ProjNet at www.projnet.org/projnet.

2. The Bidder Inquiry System will be unavailable for new inquiries 7 days prior to the date proposals are due at 4 p.m. CST in order to ensure adequate time is allotted to form an appropriate response to inquiries and amend the solicitation if necessary.

3. Offerors are requested to review the specification in its entirety, and review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

4. The ProjNet call center operates weekdays from 8AM to 5PM U.S. Central Time Zone

(Chicago) or by appointment for OCONUS. The telephone number for the Call Center is 1- 800-428-HELP. Email to staff@rcesupport.com.

http://www.projnet.org/projnet http://www.projnet.org/projnet mailto:staff@rcesupport.com

Section 00 73 46 - Wage Determination Schedule

WAGE DETERMINATIONS

General Decision Number: KS160020 01/08/2016 KS20

Superseded General Decision Number: KS20150020

State: Kansas

Construction Type: Highway

Counties: Butler, Doniphan, Franklin, Geary, Harvey, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Sedgwick, Sumner and Wabaunsee Counties in Kansas.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

SUKS2013-002 08/02/2013

Rates Fringes

CARPENTER (ROUGH)

Butler, Harvey, Sedgwick, Sumner......................$ 13.75 0.00 Doniphan, Franklin, Geary, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Wabaunsee............$ 13.73 0.00

CARPENTER

Butler, Harvey, Sumner......$ 15.44 0.00 Doniphan, Franklin, Jackson, Jefferson, Linn, Osage, Wabaunsee............$ 17.04 0.00 Geary, Pottawatomie, Riley..$ 18.29 4.70 Segdwick....................$ 15.45 0.00

CONCRETE FINISHER................$ 15.31 0.00

ELECTRICIAN

Butler, Harvey, Sumner......$ 24.07 9.32 Doniphan, Franklin, Geary, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Wabaunsee............$ 21.89 6.58 Sedgwick....................$ 24.36 8.18

IRONWORKER, REINFORCING

Butler, Harvey, Sumner......$ 14.80 0.00 Doniphan, Franklin, Geary, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Sedgwick, Wabaunsee..$ 15.48 0.00

IRONWORKER, STRUCTURAL...........$ 26.56 0.00

LABORER (ASPHALT RAKER)

Butler......................$ 12.26 0.00 Doniphan, Franklin, Geary, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Wabaunsee............$ 12.08 0.00 Harvey, Sedgwick, Sumner....$ 11.16 0.00

LABORER (COMMON or GENERAL) Butler......................$ 12.27 0.00 Doniphan....................$ 17.06 0.00 Franklin....................$ 15.81 0.00 Geary.......................$ 11.43 0.00 Harvey......................$ 12.43 0.00 Jackson.....................$ 17.61 0.00 Jefferson...................$ 15.92 6.93 Linn........................$ 15.59 0.00 Osage.......................$ 15.24 0.00 Pottawatomie................$ 11.78 0.00 Riley.......................$ 12.99 0.00 Sedgwick....................$ 12.48 0.00 Sumner......................$ 11.83 0.00 Wabaunsee...................$ 14.03 0.00

LABORER (FLAGGER)

Butler......................$ 11.87 0.00 Doniphan, Franklin, Jackson, Jefferson, Linn, Osage, Wabaunsee............$ 10.00 0.00 Geary, Pottawatomie.........$ 10.84 0.00 Harvey, Sedgwick, Sumner....$ 11.07 0.00 Riley.......................$ 10.75 0.00

POWER EQUIPMENT OPERATOR:

(ASPHALT PAVER SCREED)

Butler......................$ 14.87 2.64 Doniphan, Franklin, Jackson, Jefferson, Linn, Osage, Wabaunsee............$ 14.35 0.00 Geary, Pottawatomie, Riley..$ 13.90 0.00 Harvey......................$ 14.62 0.00 Sedgwick, Sumner............$ 14.16 0.00

POWER EQUIPMENT OPERATOR:

(ASPHALT PAVING MACHINE)

Butler......................$ 14.26 2.52 Doniphan, Franklin, Linn....$ 19.36 0.00 Geary, Pottawatomie.........$ 17.51 0.00

Harvey, Sedgwick, Sumner....$ 14.18 0.00 Jackson, Jefferson, Wabaunsee...................$ 16.44 0.00 Osage.......................$ 15.77 0.00 Riley.......................$ 17.50 0.00

POWER EQUIPMENT OPERATOR:

(BACKHOE)

Butler......................$ 15.89 0.00 Doniphan, Franklin, Linn....$ 18.34 8.07 Geary, Pottawatomie, Riley..$ 16.16 1.99 Harvey, Sedgwick, Sumner....$ 15.73 0.00 Jackson, Jefferson, Wabaunsee...................$ 18.50 9.83 Osage.......................$ 17.63 0.00

POWER EQUIPMENT OPERATOR:

(BULLDOZER)

Butler, Harvey, Sedgwick, Sumner......................$ 19.27 0.00 Doniphan, Franklin, Linn....$ 16.51 5.39 Geary, Pottawatomie, Riley..$ 17.78 0.00 Jackson, Jefferson, Osage, Wabaunsee...................$ 16.20 5.41

POWER EQUIPMENT OPERATOR:

(CONCRETE SAW)...................$ 13.18 0.00

POWER EQUIPMENT OPERATOR:

(CRANE)

Butler, Harvey, Sumner......$ 19.03 0.00 Doniphan, Franklin, Jackson, Jefferson, Linn, Osage, Wabaunsee............$ 20.34 0.00 Geary, Pottawatomie, Riley..$ 22.41 4.86 Sedgwick....................$ 18.61 0.00

POWER EQUIPMENT OPERATOR:

(DISTRIBUTOR-BITUMINOUS)

Butler......................$ 14.79 0.00 Doniphan, Franklin, Jackson, Jefferson, Linn, Osage, Wabaunsee............$ 16.21 0.00 Geary, Pottawatomie, Riley..$ 14.50 0.00 Harvey, Sumner..............$ 14.55 0.00 Sedgwick....................$ 14.76 0.00

POWER EQUIPMENT OPERATOR:

(EXCAVATOR)

Butler......................$ 15.39 0.00 Doniphan, Franklin, Linn....$ 16.77 0.00 Geary, Pottawatomie.........$ 17.64 4.31 Harvey, Sumner..............$ 15.84 0.00 Jackson, Jefferson, Osage, Wabaunsee...................$ 17.61 9.30 Riley.......................$ 16.41 2.27 Sedgwick....................$ 16.90 0.00

POWER EQUIPMENT OPERATOR:

(FRONT END LOADER)

Butler......................$ 15.41 0.00

Doniphan, Franklin, Linn....$ 17.57 4.13 Geary, Pottawatomie, Riley..$ 12.50 0.00 Harvey, Sumner..............$ 14.97 0.00 Jackson, Jefferson, Osage, Wabaunsee...................$ 17.73 4.26 Sedgwick....................$ 15.19 0.00

POWER EQUIPMENT OPERATOR:

(MATERIAL TRANSFER VEHICLE)

Butler, Harvey, Sedgwick, Sumner......................$ 13.45 0.00 Doniphan, Franklin, Geary, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Wabaunsee............$ 14.65 0.00

POWER EQUIPMENT OPERATOR:

(MECHANIC)

Butler, Harvey, Segwick, Sumner......................$ 19.24 0.00

POWER EQUIPMENT OPERATOR:

(MOTOR GRADER/FINISH)

Butler......................$ 17.50 0.00

POWER EQUIPMENT OPERATOR:

(MOTOR GRADER/ROUGH).............$ 17.22 2.31

POWER EQUIPMENT OPERATOR:

(MOTOR SCRAPER)

Butler......................$ 13.31 0.00 Doniphan, Franklin, Geary, Harvey, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Sedgwick, Sumner, Wabaunsee.$ 15.50 0.00

POWER EQUIPMENT OPERATOR:

(ROADBED REMIXER)................$ 14.30 0.00

POWER EQUIPMENT OPERATOR:

(ROLLER/COMPACTOR)

Butler......................$ 13.63 2.45 Doniphan, Franklin, Linn....$ 16.39 2.94 Geary, Jackson, Jefferson, Pottawatomie, Wabaunsee.....$ 13.65 0.00 Harvey......................$ 13.22 0.00 Osage.......................$ 14.05 0.00 Riley.......................$ 14.01 0.00 Sedgwick....................$ 12.70 0.00 Sumner......................$ 13.48 0.00

POWER EQUIPMENT OPERATOR:

(ROTARY BROOM)

Butler......................$ 11.96 0.00 Doniphan, Franklin, Jackson, Jefferson, Linn, Osage, Wabaunsee............$ 14.88 0.00 Geary, Pottawatomie, Riley..$ 12.47 0.00 Harvey, Sedgwick, Sumner....$ 11.85 0.00

POWER EQUIPMENT OPERATOR:

(ROTOMILL)

GROUNDMAN

Butler.....................$ 12.74 0.00 Harvey, Sedgwick, Sumner...$ 12.64 0.00

OPERATOR

Butler.....................$ 14.88 0.00 Doniphan, Franklin, Geary, Harvey, Jackson, Jefferson, Linn, Osage, Pottawatomie, Riley, Sedgwick, Sumner, Wabaunsee..................$ 19.28 0.00

POWER EQUIPMENT OPERATOR:

(SKIDSTEER LOADER)

Butler......................$ 14.22 0.00 Doniphan....................$ 18.27 6.22 Franklin, Linn..............$ 18.95 3.20 Geary.......................$ 15.04 0.00 Harvey, Sedgwick, Sumner....$ 14.69 0.00 Jackson, Jefferson, Osage, Wabaunsee...................$ 17.32 10.43 Pottawatomie................$ 14.47 0.00 Riley.......................$ 15.20 0.00

POWER EQUIPMENT OPERATOR:

(TRACTOR)

Butler......................$ 13.31 0.00 Doniphan, Jackson, Jefferson, Linn, Osage, Wabaunsee...................$ 14.78 0.00 Franklin....................$ 15.21 0.00 Geary, Pottawatomie, Riley..$ 13.43 0.00 Harvey......................$ 12.92 0.00 Sedgwick....................$ 13.19 0.00 Sumner......................$ 12.39 0.00

Traffic control service driver...$ 11.00 0.00

TRAFFIC SIGNALIZATION:

Traffic Signal Installation

(GROUNDMAN)

Butler, Harvey, Sedgwick, Sumner......................$ 13.02 0.00

TRAFFIC SIGNALIZATION:

Traffic Signal Installation

(LINEMAN)

Butler, Harvey, Sumner......$ 22.47 3.17 Sedgwick....................$ 22.15 3.22

TRUCK DRIVER (HEAVY

DUTY/OFF-ROAD)...................$ 12.86 0.00

TRUCK DRIVER (SINGLE AXLE)

Butler......................$ 13.87 0.00 Doniphan, Franklin, Linn....$ 17.50 0.00 Geary, Pottawatomie, Riley..$ 14.17 0.00 Harvey......................$ 15.38 0.00 Jackson, Jefferson, Osage, Wabaunsee...................$ 14.02 0.00 Sedgwick....................$ 16.73 0.00

Sumner......................$ 14.91 0.00

TRUCK DRIVER (TANDEM)

Butler, Harvey, Sedgwick....$ 13.64 0.00 Doniphan, Franklin, Linn....$ 14.60 0.00 Geary, Pottawatomie.........$ 14.03 0.00 Jackson, Jefferson, Osage, Wabaunsee...................$ 14.87 0.00 Riley.......................$ 13.98 0.00 Sumner......................$ 12.79 0.00

TRUCK DRIVER (TRIPLE AXLE and

SEMI)

Butler......................$ 14.06 1.87 Doniphan, Franklin, Linn....$ 18.19 3.31 Geary, Pottawatomie.........$ 14.94 0.00 Harvey......................$ 14.15 0.00 Jackson, Jefferson, Wabaunsee...................$ 17.61 0.00 Osage.......................$ 18.34 0.00 Riley.......................$ 14.78 0.00 Sedgwick, Sumner............$ 14.34 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

6" -180° SHORT

RADIUS ELBOW STD

WEIGHT WELD AND

GALV

6" GALV STD

WEIGHT PIPE

6" GALV SLIP-ON

FLANGE

GALV ELBOW

1/2" SST

BOLTS @ 90°

#24 STAINLESS STEEL

CLOTH SQUARE MESH

0011 WIRE DIAMETER

2 1/2"

1 1/4"

NOTES:

1. CONTRACTOR SHALL VERIFY DIMENSIONS WITH

STORAGE TANK MANUFACTURER.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING 4"

FORCE MAIN ELEVATION.

3. CONTRACTOR SHALL INSTALL "HOLD-DOWN

STRAPS" AND CORRESPONDING ANCHORS INTO

CONCRETE PAD PER STORAGE TANK

MANUFACTURER'S RECOMMENDATIONS.

STRAPS AND ANCHORS SHALL BE DESIGNED

FOR BUOYANT FORCE OF TANK.

4. CONTRACTOR SHALL PLACE COLLAR OR OTHER

SUPPORT BETWEEN TANK AND CONCRETE PAD

PER STORAGE TANK MANUFACTURER'S

RECOMMENDATIONS.

5. STORAGE TANK MANUFACTURER SHALL DESIGN

TANK AND BACKFILLING REQUIREMENTS FOR AN

HS20 LOAD RATING AT GRADE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DESIGN OF THE ANTI-FLOATATION SLAB AND

HOLD DOWN DEVICES TO BE SUBMITTED AND

APPROVED AS PART OF THE TANK SUBMITTAL.

7. DESIGN LOADS FOR ANTI-FLOATATION SLAB:

A. SATURATED SOIL UNIT WEIGHT: 110 PCF

B. SOIL MAXIMUM ALLOWABLE BEARING

CAPACITY: 2000 PSF

C. GROUNDWATER ELEVATION SHALL BE

ASSUMED AT GRADE.

D. DESIGN SHALL ACCOUNT FOR BUOYANT

FORCE OF TANK AND ALL MISCELLANEOUS

ACCESSORIES INCLUDING BUT NOT LIMITED

TO: ACCESS HATCH RISER, INLET PIPING, AND

OUTLET PIPING

RMJ

RMJ RMJ

RMJ

RMJ

RMJ

24"

SSPIV-T1B

SDMH-2A

INV IN: 1334.63'

INV OUT: 1334.00'

36"

6" VENT

STORAGE TANK 1 STORAGE TANK 1

D

I A

24"

24"

HWL 1334.00'

HWL 1334.00'

SSPIV-T1A

HWL 1334.63'

GROUND

ELEVATION

1340.83'

THREADED FASTENERS WITH WASHER

FRP COVER

TOP FLANGE 1342.50'

GROUND ELEV.

1342.00'

42" O.D. FLANGE

ALIGNMENT RING

RISER BODY

OUTSIDE LAY-UP

ACCESS OPENING

36"

RMJ

RMJ

SSPIV-2A

1331.78'

TANK

APPROACHING

FULL EL.

TOP EL: 1336.00'

GROUND EL: 1342.00'

ANTI-FLOATATION SLAB (NOTE 6, 7)

INV EL: 1324.00'

2'

2'

INV EL: 1323.80'

PUMP OFF EL: 1324.63'

BOTTOM EL:

1322.63'

SSLS-4A

6'4'

CENTERLINE EL:

1335.00' (NOTE 2)

SSVV-4A

TOC 1323.00

12" SAMPLING PORT

4" FM

1/4" GALV FLG PLS

GRIND EDGES

SMOOTH

3/16

G

CORROSION RESISTANT

HOLD DOWN STRAPS (TYP)

NOTE 3 (TYP)

LIFTSTATION AND VALVE VAULT NOTES:

1. PROVIDE 2-INCH CLEAR COVER FOR ALL REINFORCEMENT, UNLESS NOTED

OTHERWISE.

2. MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH: F'c=4000 PSI.

3. MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO = 0.45

4. PROVIDE TWO SUBMERSIBLE PUMPS EACH CAPABLE OF PUMPING 100 GPM @

21.0 FEET TDH.

5. REFER TO LIFT STATION ANTI-FLOATATION SLAB FOR DIMENSIONS AND

REINFORCEMENT AT VALVE VAULT ANTI-FLOATATION SLAB.

SEE NOTE 1

SEE NOTE 1 AND 5

2" DRAIN

1'-0"

(TYP)

#5 @ 12 T&B EW

#5 @ 12 W/ STD 90° HK (TYP)

#5 CONT W/ #5

24"x24" CORNER BAR

6" MIN GRANULAR MATERIAL

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