RELEASED_W912P6-18-B-0010_AMD_0002.pdf

W81G6680821104

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

RE: W912P6-18-B-0010 Indiana Harbor and Canal Confined Disposal Facility

The Bid Opening Date REMAINS UNCHANGED ALL BIDS ARE DUE ON August 31, 2018, “PRIOR” TO 2:00PM (Chicago, Local Time). The Bid

Opening place remains the same.

- Point of Contact for this Amendment is Anita R. Simpkins at (312) 846-5370 or at anita.r.simpkins@usace.army.mil.

- Additional revisions follow on the next pages.

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

16C. DATE SIGNED

BY 30-Aug-2018

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 W912P618B0010

X 9B. DATED (SEE ITEM 11)

26-Jul-2018

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

30-Aug-2018

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P618B0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

VERY IMPORTANT NOTE: BIDDERS MAY ACKNOWLEDGE THIS AMENDMENT BY EMAILING

TO anita.r.simpkins@usace.army.mil or regina.g.blair@usace.army.mil

A. AMENDED Solicitation Section: None

B. AMENDED SPECIFICATION SECTIONS: Revised Specification pages are attached to this Amendment.

The changes are:

Section 01 11 00, SUMMARY OF WORK, paragraph 1.1.1 b: We deleted the prior amendment (changed "same" to

"comparable") and replaced "the same" with "a".

Section 32 31 13.53 HIGH-SECURITY GATES, paragraph 2.3, GATE OPERATOR: We replaced "a chain driven geared rotary type" with "hydraulically operated with rack and pinion operator with". This makes it consistent with paragraph 2.2.1 Gate Description.

C. AMENDED PLAN SHEETS/SECTIONS: None

D. USACE’S RESPONSES TO CONTRACTOR’S INQUIRES FOLLOW:

QUESTION #1 – HAZWOPER TRAINING

Section 01 35 29.13, paragraph 1.8, Is Hazwoper training required for all working personal on the site? If not where does the classification stop and begin per onsite construction personal?

USACE Response to Question #1: The Contractor is to be compliant with training requirements of Specification

Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES (i.e., paragraphs 1.8 and 1.10) and applicable documents incorporated by reference.

QUESTION #2 – CAISSON DETAIL

Caisson Detail S-501, is this suggested by any engineers for bid use? Is this a safe design to use for bidding purposes until award of bid and engineering can be completed? (asked Before to Tom, resending to make sure you received it)

USACE Response to Question #2: As per the note on Plan Sheet S-501, the Contractor is responsible for the final design of the caisson per the specifications and the requirements shown shall be considered minimal requirements. Please see specification Section 03 45 33 PRECAST CONCRETE WALL paragraph 2.1.1.1 for design requirements.

QUESTION #3 – PRE-BID SIGN-IN SHEET

Is there a sign in sheet for the pre bid meeting for this project?

USACE Response to Question #33: The pre-bid sign-in sheet is attached.

QUESTION #4 – OTHER SIMULTANEOUSLY CONTRACTS

What other contracts will be going on simultaneously as this one? Will special access be needed for other contracts?

USACE Response to Question #4: There will be a dredging contract and an entrance road construction contract in progress. Instructions for “coordination with others” are specified in Specification Section 01 10 00

GENERAL PROVISIONS paragraph 1.16.

QUESTION 5 – SITE SECURITY

Security of the facility during the fence removal and precast wall install, is there any special requirements? Special security to be provided by the contractor? How is the facility going to be secured during construction of the wall?.

USACE Response to Question #5: As stated in Specification Section 01 10 00 GENERAL PROVISIONS paragraph 1.26.1 and note 5 on Sheet G-002 the contractor shall “ensure the perimeter fence line is secured (i.e., is continuously intact) at the end of each work day”.

QUESTION #6 – WALL FOUNDATION DESIGN

INITIAL: The Contract Documents state that the Contractor is responsible for the foundation design associated with the precast fence system. If the detail provided in the bid documents is shown to be inadequate by a Structural

Engineer, and the foundation requires enhancement, will the Government issue a modification to the Contract to address cost overages resulting from the approved design?

REVISED: We have retained the services of a Structural Engineer to verify the caisson detail provided in the plans.

It is apparent the design is insufficient based on the loading provided in the specifications.

Please advise if the Contractor is to bid the project based on the Plan Detail, or include all additional costs associated with the anticipated foundation design.

USACE Response to Question #6: As per the note on Plan Sheet S-501, the Contractor is responsible for the final design of the caisson per the specifications and the requirements shown shall be considered minimal requirements. Please see specification Specification Section 03 45 33 PRECAST CONCRETE WALL paragraph

2.1.1.1 for design requirements.

QUESTION #6 – One section of the spec states operator to be chain drive while the gate description states

Hydraulically operated. The existing operator is chain. Which type operator is to be included in our bid.

USACE Response TO Question #6: Use a hydraulically operated with rack and pinion operator. Specification

Section 32 31 13.53 HIGH-SECURITY GATES paragraph 2.3 has been revised by this Amendment to specify the hydraulically operated with rack and pinion operator.

Question #7 - The gate description calls for a “crash rated gate” stopping a vehicle of 15,000 lbs at 50 MPH. This type of gate is referred to as a K-12 gate. This type of gate calls for a structurally designed foundation system with about 15 CY of concrete and comes in a max gate opening of 30’. While this is the specified gate it is NOT what is currently at the site. Please verify that this gate is required and clarify the gate opening.

USACE Response to Question #7: Specification Section 01 11 00 SUMMARY OR WORK paragraph 1.1.1 b was revised to clarify the high security gates shall be as specified in Specification Section 32 31 13.53 HIGH-

SECURITY GATES.

I HC CDF FY18 Par kway I mpr ovement s W912P6-18-B0010

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1. 1 WORK COVERED BY CONTRACT DOCUMENTS

1. 1. 1 Pr oj ect Descr i pt i on

1. 2 EXI STI NG WORK

1. 3 LOCATI ON OF UNDERGROUND UTI LI TI ES AND POSSI BLE OBSTRUCTI ONS

1. 3. 1 Not i f i cat i on Pr i or t o Excavat i on

1. 4 GOVERNMENT- FURNI SHED MATERI AL AND EQUI PMENT

1. 4. 1 Del i ver y Locat i on

PART 2 PRODUCTS

2. 1 SECURI TY MEASURES

PART 3 EXECUTI ON ( NOT USED)

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 11 00 Page 1

AMD #0002 - 08/ 30/ 18

SECTI ON 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1. 1 WORK COVERED BY CONTRACT DOCUMENTS

1. 1. 1 Pr oj ect Descr i pt i on

The Pr oj ect Si t e i s l ocat ed at t he I HC CDF i n East Chi cago, I ndi ana. The Wor k i ncl udes t he f ol l owi ng i t ems and i nci dent al r el at ed wor k:

a. Per i met er Fence.

( 1) BASE CONTRACT WORK: Demol i sh and r epl ace t he east er n per i met er chai n- l i nk f enci ng f or t he I ndi ana Har bor and Canal Conf i ned Di sposal Faci l i t y ( I HC CDF) as speci f i ed i n Sect i on 02 41 00 DEMOLI TI ON. The r epl acement st r uct ur e shal l be a 3,057 foot l ong eight-foot hi gh pr ecast concr et e wal l and ext end al ong t he east er n pr oper t y l i mi t par al l el t o I ndi anapol i s Boul evar d and al ong t he nor t h east er n pr oper t y l i mi t par al l el t he Cl i ne Avenue as shown on t he dr awi ngs and speci f i ed i n t hese speci f i cat i ons.

( 2) BASE CONTRACT WORK: I nst al l six-inch di amet er post bol l ar ds set - of f f r om concr et e wal l col umns at each ent r ance gat e as shown on t he dr awi ngs and speci f i ed i n Sect i on 05 50 13 MI SCELLANEOUS

METALS.

( 3) OPTI ON 3 CONTRACT WORK: I nst al l 6, 160 f eet of " ant i - di g guar ds" consi st i ng a commer ci al l y avai l abl e met al r od gr i d al ong t he r emai ni ng exi st i ng per i met er f ence as speci f i ed i n Sect i on

05 50 13 MI SCELLANEOUS METALS.

b. BASE CONTRACT WORK: Sout h Mai n Ent r ance and Nor t h Ent r ance Gates.

Repl ace t he Sout h Mai n Ent r ance Gat e and Nor t h Ent r ance Gat e wi t h a the same model of hi gh secur i t y aut omat ed met al s l i de- gl i de gat e as shown on t he dr awi ngs and speci f i ed i n Sect i on 32 31 13. 53

HI GH- SECURI TY GATES.

c. BASE CONTRACT WORK: Ent r ance Gat e Access Cont r ol Secur i t y Measures.

I nst al l t he same conf i gur at i on of access cont r ol and r el at ed secur i t y measur es t hat exi st f or t he Sout h Mai n Ent r ance shal l be used f or t he Nor t h Ent r ance, t o i ncl ude updat i ng t he exi st i ng access cont r ol and r el at ed secur i t y measur es f or t he Sout h Mai n Ent r ance as shown on t he dr awi ngs, di scussed i n t he bel ow par agr aph t i t l ed " Secur i t y Measur es" , and speci f i ed i n Sect i on 28 08 10 ELECTRONI C SECURI TY SYSTEM ACCEPTANCE TESTI NG and Sect i on

28 10 05 ELECTRONI C SECURI TY SYSTEMS ( ESS) ) .

d. BASE CONTRACT WORK: New Li ght Pol es and Cl osed- Ci r cui t Tel evi s i on Camer a Tower Pol es f or Nor t h Ent r ance.

SECTI ON 01 11 00 Page 2

I nst al l t wo 30-foot st ai nl ess st eel l i ght pol es wi t h f i x t ur es and a 20-foot heavy dut y al umi num or hot di pped gal vani zed st eel CCTV t ower at t he Nor t h Ent r ance t hat ar e compar abl e t o t hose t hat exi st by t he Sout h Mai n Gat e Ent r ance as shown on t he dr awi ngs and speci f i ed i n Sect i on 10 14 00. 10 EXTERI OR LI GHTI NG.

e. BASE CONTRACT WORK: Si gnage.

( 1) Remove al l s i gnage f r om t he chai n- l i nk f ence t hat i s t o be demol i shed and r ei nst al l t he s i gnage on t he pr ecast concr et e wal l , as possi bl e and as di r ect ed by t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) .

( 2) I nst al l Gover nment - f ur ni shed si gns as i ndexed i n t he bel ow par agr aph t i t l ed, GOVERNMENT- FURNI SHED MATERI AL AND EQUI PMENT.

( a) A di r ect i onal s i gn shal l be i nst al l ed near t he Sout h Mai n Ent r ance, an i dent i f i cat i on s i gn shal l be i nst al l ed near t he Admi ni st r at i ve Of f i ce, and one one- way t r af f i c s i gns shal l be i nst al l ed i nt o t he di ke at t he t op of t he sout her n access r amp as shown on t he dr awi ngs.

( b) New and used " No Tr espassi ng" and " Danger Rest r i ct ed Ar ea" s i gns shal l be i nst al l ed on t he pr ecast concr et e wal l as di r ect ed by t he Gover nment .

f . BASE CONTRACT WORK: Fl ag Pol es and Sol ar - Power ed Li ght s.

I nst al l t hr ee al umi num f l ag pol es each wi t h a pol e- mount ed sol ar - power ed l i ght t o i l l umi nat e t he f l ags dur i ng t he ni ght .

Ther e shal l be t wo 25-foot hi gh pol es and one 30-foot hi gh pol e.

g. OPTI ON 2 CONTRACT WORK: Access Road Al ong Out si de of Per i met er Fence.

I nst al l an eight-foot wi de ei ght - i nch t hi ck gr avel access r oad adj acent t o t he pr oposed pr ecast concr et e wal l and exi st i ng chai n- l i ne f ence al ong t he ent i r e nor t her n pr oper t y l i mi t and gr ade t he adj acent gr ound nor t h of t he pr oposed r oad t o dr ai n t owar ds t he nor t h and west away f r om t he r oad and t owar ds t he dr ai nage swal e t hat exi st s par al l el t o an exi st i ng r ai l r oad embankment.

h. Par kway I mpr ovement s Al ong I ndi anapol i s Boul evar d.

( 1) OPTI ON 1 CONTRACT WORK: Demol i sh and r emove 25 t o 30 f i ve f oot by f i ve f oot sect i ons of det er i or at ed concr et e s i dewal k l ocat ed nor t h of t he Nor t h Ent r ance. Si dewal k sect i ons t o be r epl aced shal l be f i el d- l ocat ed by t he Gover nment . Di spose of t he r emoved concr et e as speci f i ed i n Sect i on 02 41 00 DEMOLI TI ON. Repl ace t he r emoved concr et e sect i ons wi t h new concr et e s i dewal k as shown on t he dr awi ngs and speci f i ed i n Sect i on 32 16 13 CONCRETE SI DEWALKS

AND CURBS AND GUTTERS.

( 2) BASE CONTRACT WORK: Demol i sh and r emove one sect i on of concr et e cur bi ng and t hr ee sect i ons of paver - bl ocks f r om al ong t he east s i de of t he I HC CDF pr oper t y, as shown on t he dr awi ngs. The concr et e cur bi ng i s l ocat ed bet ween St at i on W25+80 and St at i on

SECTI ON 01 11 00 Page 3

W27+00 and i s appr oxi mat el y one f oot wi de, one f oot hi gh, and 120 feet i n l engt h. One sect i on of paver - bl ocks i s l ocat ed bet ween St at i on W14+40 and St at i on W14+70 and i s appr oxi mat el y ei ght i nches wi de, 16 i nches hi gh and 28 f eet i n l engt h. A second sect i on of paver - bl ocks i s l ocat ed bet ween St at i on W23+40 and St at i on W23+70 and i s appr oxi mat el y ei ght i nches wi de, ei ght t o 16 i nches hi gh and 26 f eet i n l engt h. The t hi r d sect i on of paver - bl ocks i s l ocat ed bet ween St at i on W24+30 and St at i on W24+35 and i s approximately ei ght i nches wi de, ei ght i nches hi gh and 10 f eet i n l engt h. Di spose of t he r emoved concr et e cur bi ng and paver - bl ocks as speci f i ed i n Sect i on 02 41 00 DEMOLI TI ON.

( 3) OPTI ON 4 CONTRACT WORK: Remove exi st i ng gr avel al ong bot h s i des of t he exi st i ng concr et e s i dewal k al ong t he ent i r e east s i de of t he I HC CDF pr oper t y and st ockpi l e t he r emove gr avel on- si t e as shown on t he dr awi ngs.

( 4) BASE CONTRACT WORK: Demol i sh and r emove t hr ee concr et e pi l l ar s, an abandoned dewat er i ng pi t and i t s apper t ur ances, i t s concr et e housi ng and chai n- l i nk f ence encl osur e t hat i s pr esent at t he sout heast cor ner of t he Sout h Mai n Ent r ance and shown on t he dr awi ngs. Di spose t he r emoved mat er i al s as speci f i ed i n Sect i on

02 41 00DEMOLITION.

( 5) OPTI ON 4 CONTRACT WORK: I nst al l s t amped- concr et e pavement i n l i eu of t he gr avel t hat i s t o be r emoved and st ockpi l ed ( on- si t e) , i n addi t i on t o t he exposed ar ea r emai ni ng af t er t he demol i t i on and r emove of st r uct ur es not ed i n pr ecedi ng i t em h. ( 4) . I f OPTI ON 4 i s not exer ci sed, pave t he exposed ar ea r emai ni ng af t er t he demol i t i on and r emoval of st r uct ur es not ed i n pr ecedi ng i t em h. ( 4) wi t h gr avel t o be pr ovi ded by t he Gover nment . I nst al l s t amped- concr et e pavement as shown on t he dr awi ngs and speci f i ed i n Sect i on 32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS.

1. 2 EXI STI NG WORK

I n addi t i on t o " FAR 52. 236- 9, Pr ot ect i on of Exi st i ng Veget at i on, St r uct ur es, Equi pment , Ut i l i t i es, and I mpr ovement s" :

a. Remove or al t er exi st i ng wor k i n such a manner as t o pr event i nj ur y or damage t o any por t i ons of t he exi st i ng wor k whi ch r emai n.

b. Repai r or r epl ace por t i ons of exi st i ng wor k whi ch have been al t er ed dur i ng const r uct i on oper at i ons t o mat ch exi st i ng or adj oi ni ng wor k, as appr oved by t he Cont r act i ng Of f i cer . At t he compl et i on of oper at i ons, exi st i ng wor k must be i n a condi t i on equal t o or bet t er t han t hat whi ch exi st ed bef or e new wor k st ar t ed.

1. 3 LOCATI ON OF UNDERGROUND UTI LI TI ES AND POSSI BLE OBSTRUCTI ONS

Cont act l ocal ut i l i t y l ocat i ng ser vi ce a mi ni mum of 48 hour s pr i or t o excavat i ng and par kway i mpr ovement wor k, t o mar k ut i l i t i es, and wi t hi n suf f i c i ent t i me r equi r ed i f wor k occur s on a Monday or af t er a Hol i day.

Ver i f y exi st i ng ut i l i t y l ocat i ons i ndi cat ed on cont r act dr awi ngs, wi t hi n ar ea of wor k. Ut i l i ze t he One Cal l Syst em f or Excavat or s as speci f i ed i n Section 01 10 00 GENERAL PROVI SI ONS.

I dent i f y and mar k al l ot her ut i l i t i es not managed and l ocat ed by t he l ocal ut i l i t y compani es. Scan t he const r uct i on s i t e wi t h Gr ound Penet r at i ng

SECTI ON 01 11 00 Page 4

Radar ( GPR) , el ect r omagnet i c, or soni c equi pment , and mar k t he sur f ace of t he gr ound, or paved sur f ace wher e exi st i ng under gr ound ut i l i t i es ar e di scover ed. Ver i f y t he el evat i ons of exi st i ng pi pi ng, ut i l i t i es, and any t ype of under gr ound or encased obst r uct i on not i ndi cat ed, or speci f i ed t o be r emoved, t hat i s i ndi cat ed or di scover ed dur i ng scanni ng, i n l ocat i ons t o be t r aver sed by pi pi ng, duct s, and ot her wor k t o be conduct ed or i nst al l ed. Ver i f y el evat i ons bef or e i nst al l i ng new wor k c l oser t han near est manhol e or ot her st r uct ur e at whi ch an adj ust ment i n gr ade can be made.

Ther e i s pot ent i al of subsur f ace obst r uct i ons bei ng pr esent al ong t he f ence l i ne. The obst r uct i ons ar e r emnant s of t he East Chi cago Ener gy Cooper at i ve I ncor por at ed ( ECI ) Ref i ner y t hat once occupi ed t he s i t e. A summar y of obst r uct i ons f ound dur i ng t he s l ur r y wal l i nst al l at i on f or t he I HC CDF ar e pr ovi ded on t he dr awi ngs as r ef er ence sheet s. The sl ur r y wal l i nst al l at i on al i gnment i s near l y par al l el t o t he exi st i ng f ence l i ne al i gnment . The sl ur r y wal l al i gnment i s appr oxi mat el y 50 f eet away f r om t he exi st i ng f ence l i ne al ong t he east er n per i met er t o appr oxi mat el y 80 f eet away f r om t he exi st i ng f ence l i ne al ong t he nor t heast er n per i met er . Bel ow i s a summar y of t he t ypes of obst r uct i ons encount er ed dur i ng t he s l ur r y wal l i nst al l at i on cont r act s al ong i n t he pr oposed pr ecast concr et e wal l ' s al i gnment . The obst r uct i ons wer e r emoved and/ or pl ugged.

( 1) Lead - One, one- i nch wi t h t op- of - st r uct ur e- el evat i on at 584. 3 Nat i onal Geodet i c Ver t i cal Dat um of 1929 ( NGVD29) .

( 2) Wi r e - Two, one- i nch wi t h t op- of - st r uct ur e- el evat i on at 584. 7 and 584. 9 NGVD29.

( 3) Pol yvi nyl Chl oi r de ( PVC) - Two, t hr ee- i nch wi t h t op- of - st r uct ur e- el evat i on at 585. 9 and 586. 0 NGVD29.

( 4) Cl ay Ti l e - Fi ve, s i x- i nch wi t h t op- of - st r uct ur e- el evat i ons r angi ng f r om 584. 9 t o 586. 0 NGVD29.

( 5) Condui t - Thr ee, t hr ee- i nch wi t h t op- of - st r uct ur e- el evat i ons r angi ng f r om 582. 3 t o 587. 4 NGVD29.

( 6) Concr et e - 27 pi eces wi t h var i ous di mensi ons wi t h t op- of - st r uct ur e- el evat i ons r angi ng f r om 582. 3 t o 587. 4 NGVD29.

( 7) I r on - 33 i t ems r angi ng f r om f our - i nches t o 10- i nches wi t h t op- of - st r uct ur e- el evat i ons r angi ng f r om 577. 9 t o 586. 6 NGVD29.

( 8) St eel - 235 i t ems r angi ng f r om 0. 5- i nches t o 16- i nches i n addi t i on t o f our Under gr ound St or age Tanks wi t h t op- of - st r uct ur e- el evat i ons r angi ng f r om 576. 9 t o 587. 4 NGVD29.

Ther e ar e numer ous ut i l i t i es pr esent al ong t he ent i r e Par kway ar ea wher e t he st amped- concr et e and si dewal k pavement s ar e t o be i nst al l ed, such as el ect r i c manhol es, manhol es, st or m- wat er cat ch basi ns, power pol es and guy wi r es. Known ut i l i t i es ar e shown on t he dr awi ngs. The Cont r act or shal l f i el d ver i f y t he l ocat i on of each ut i l i t y and i nst al l concr et e pavement s as speci f i ed i n Sect i on 32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS.

A r el i c smal l sect i on of t he r ai l r oad spur i s shown on t he dr awi ngs and shal l r emai n i n pl ace. The Cont r act or shal l i nst al l t he ar chi t ect ur al concr et e accor di ngl y.

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1. 3. 1 Not i f i cat i on Pr i or t o Excavat i on

Not i f y t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) at l east 48 hour s pr i or t o st ar t i ng demol i t i on and/ or excavat i on wor k.

1. 4 GOVERNMENT- FURNI SHED MATERI AL AND EQUI PMENT

Pur suant t o Cont r act Cl ause " FAR 52. 245- 1, Gover nment Pr oper t y" , t he Gover nment wi l l f ur ni sh t he f ol l owi ng mat er i al s and equi pment f or i nst al l at i on by t he Cont r act or :

DESI GNATI ON NO. DESCRIPTION QUANTITY

1 Di r ect i onal Si gn ( 95 1/ 8 " X 37 7/8")

One

2 Project Identification Si gn ( 27" X 9" )

One

3 One- Way Tr af f i c Si gn ( 18" X 24" )

One

4 No Tr espassi ng U. S. Gover nment Pr oper t y Si gn ( 38 3/ 4" X 11 3/4")

5 Danger Rest r i ct ed Ar ea Keep Out Si gn ( 19" X 32 3/8")

1. 4. 1 Del i ver y Locat i on

The del i ver y l ocat i on f or mat er i al s and equi pment i s at t he I HC CDF at 3500 I ndi anapol i s Boul evar d, East Chi cago, I ndi ana 46312.

PART 2 PRODUCTS

2. 1 SECURI TY MEASURES

The f ol l owi ng secur i t y measur es t hat ar e compat i bl e wi t h exi st i ng ESS at t he I HC CDF shal l be pr ovi ded and i nst al l ed as shown on t he dr awi ngs and speci f i ed i n Sect i on 28 10 05 ELECTROI NI C SECURI TY SYSTEMS ( ESS) :

Vehi c l e Access Cont r ol and I nt er com Syst em. A four-inch di amet er gal vani zed pi pe pedest al f or vehi c l e access cont r ol syst em equi pment i ncl udi ng an access key pad/ key car d panel , cal l but t on, and t al k- back speaker t o each Sout h Mai n Ent r ance and Nor t h Entrance.

SECTI ON 01 11 00 Page 6

Access Cont r ol Si gn. A s i gn t hat i nf or ms a v i s i t or t o pr ess t he cal l but t on t o r equest t he gat e t o be open at each Sout h Mai n Ent r ance and Nor t h Ent r ance.

Bol l ar ds. A t ot al of seven six-inch di amet er concr et e- f i l l ed i r on pi pe bol l ar ds ar e t o be i nst al l ed t o pr ot ect t he cor ner s of t he pr ecast concr et e wal l at each ent r ance. Thr ee bol l ar ds ar e t o be i nst al l ed at t he Sout h Mai n Ent r ance and f our bol l ar ds ar e t o be i nst al l ed at t he Nor t h Ent r ance as shown on t he dr awi ngs.

Cl osed- Ci r cui t Tel evi s i on ( CCTV) Camer a Tower and CCTV Camer as. One CCTV Tower at t he Nor t h Ent r ance and t wo CCTV camer as, one at each t he Sout h Mai n Ent r ance and Nor t h Ent r ance.

PART 3 EXECUTI ON ( NOT USED)

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SECTI ON 01 11 00 Page 7

SECTI ON TABLE OF CONTENTS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

SECTI ON 32 31 13. 53

HI GH- SECURI TY GATES

04/08

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 QUALI TY ASSURANCE

1. 3. 1 Requi r ed Repor t Dat a

1. 3. 2 Assembl y and I nst al l at i on Dr awi ngs

1. 4 DELI VERY, STORAGE, AND HANDLI NG

PART 2 PRODUCTS

2. 1 CONCRETE

2. 2 GATES

2. 2. 1 Gat e Descr i pt i on

2. 2. 2 Gat e Assembl y

2. 2. 3 Gat e Leaves

2. 2. 4 Gat e Har dwar e and Accessor i es

2. 3 GATE OPERATOR

2. 4 ELECTRO- MECHANI CAL LOCKS

PART 3 EXECUTI ON

3. 1 GATE I NSTALLATI ON

3. 2 GROUNDI NG

3. 3 SECURI TY

3. 4 CLEANUP

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 32 31 13. 53 Page 1

SECTI ON 32 31 13. 53

HI GH- SECURI TY GATES

04/08

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

ASTM I NTERNATI ONAL ( ASTM)

ASTM C94/ C94M ( 2017a) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

ASTM F1043 ( 2017a) St andar d Speci f i cat i on f or St r engt h and Pr ot ect i ve Coat i ngs on St eel I ndust r i al Fence Fr amewor k

ASTM F1083 ( 2016) St andar d Speci f i cat i on f or Pi pe, St eel , Hot - Di pped Zi nc Coat ed ( Gal vani zed) Wel ded, f or Fence St r uct ur es

ASTM F1184 ( 2016) I ndust r i al and Commer ci al Hor i zont al Sl i de Gat es

ASTM F2200 ( 2017) St andar d Speci f i cat i on f or Aut omat ed Vehi cul ar Gat e Const r uct i on

UNDERWRI TERS LABORATORI ES ( UL)

UL 325 ( 2017) UL St andar d f or Saf et y Door , Dr aper y, Gat e, Louver , and Wi ndow Oper at or s and Syst ems

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

I nst al l at i on Dr awi ngs

Gat e Assembl y

Gat e Har dwar e and Accessor i es

SD- 03 Pr oduct Dat a

SECTI ON 32 31 13. 53 Page 2

Gat e Assembl y

Gat e Har dwar e and Accessor i es

Gat e Met al

SD- 04 Sampl es

Gat e Har dwar e and Accessor i es

SD- 07 Cer t i f i cat es

Reports

Gat e Har dwar e and Accessor i es

Concrete

Gat e Oper at or

SD- 08 Manuf act ur er ' s I nst r uct i ons

Gat e Assembl y

Accessories

SD- 10 Oper at i on and Mai nt enance Dat a

El ect r o- Mechani cal Locks

Gat e Oper at or

Oper at i ng and Mai nt enance I nst r uct i ons

1. 3 QUALI TY ASSURANCE

1. 3. 1 Requi r ed Repor t Dat a

Submit reports , s i gned by an of f i c i al aut hor i zed t o cer t i f y on behal f of t he manuf act ur er , of gat e l i s t i ng and accessories r egar di ng wei ght , t hi ckness, and chemi cal composi t i on of gat e met al .

1. 3. 2 Assembl y and I nst al l at i on Dr awi ngs

Submi t Manuf act ur er ' s i nst r uct i ons and compl et e Fence I nst al l at i on Dr awi ngs f or r evi ew and appr oval by t he Cont r act i ng Of f i cer pr i or t o shi pment .

Dr awi ng det ai l s shal l i ncl ude, but ar e not l i mi t ed t o: Gat e Assembl y and Gat e Har dwar e and Accessor i es.

1. 4 DELI VERY, STORAGE, AND HANDLI NG

Del i ver mat er i al s t o s i t e i n an undamaged condi t i on. St or e mat er i al s of f t he gr ound t o pr ovi de pr ot ect i on agai nst oxi dat i on caused by gr ound cont act .

SECTI ON 32 31 13. 53 Page 3

PART 2 PRODUCTS

2. 1 CONCRETE

ASTM C94/ C94M, usi ng 3/ 4 i nch maxi mum si ze aggr egat e, and havi ng mi ni mum compr essi ve st r engt h of 3000 psi at 28 cal endar days. Gr out shal l consi st of one par t por t l and cement t o t hr ee par t s c l ean, wel l - gr aded sand and t he mi ni mum amount of wat er t o pr oduce a wor kabl e mi x. Pl ace gat e post s concr et e i n accor dance wi t h Sect i on 03 30 00 CONCRETE and per manuf act ur er ' s r equi r ement s.

2. 2 GATES

2. 2. 1 Gat e Descr i pt i on

Fur ni sh and i nst al l a hi gh- secur i t y aut omat ed, s l i di ng cr ash gat e at each ent r ance as shown on t he dr awi ngs and per manuf act ur er ' s r equi r ement s. The gat es shal l have a st oppi ng capaci t y of 15, 000 pounds at 50 mi l es per hour .

The gat es shal l be cant i l i ver ed, hydr aul i cal l y oper at ed wi t h r ack and pi ni on oper at or i ncl uded, have a one- f oot per second t r avel speed, and a t hr ee- but t on cont r ol st at i on. The gat es shal l compl y wi t h ASTM F1184, ASTM F2200 and UL 325 saf et y st andar ds.

2. 2. 2 Gat e Assembl y

Provide gat e assembl y conf or mi ng t o ASTM F1184. Pr ovi de gat e f r ames conf or mi ng t o st r engt h and coat i ng r equi r ement s of ASTM F1083 f or Gr oup I A, st eel pi pe, wi t h ext er nal coat i ng Type A, nomi nal pi pe s i ze ( NPS) 1- 1/ 2.

Pr ovi de gat e f r ames conf or mi ng t o st r engt h and coat i ng r equi r ement s of ASTM F1043, f or Gr oup I C, st eel pi pe wi t h ext er nal coat i ng Type A or Type B, nomi nal pi pe s i ze ( NPS) 1- 1/ 2.

2. 2. 3 Gat e Leaves

The gat e openi ng f or t he Sout h Ent r ance i s appr oxi mat el y 40. 3 f eet and i s approximately 34. 2 f eet f or t he Nor t h Ent r ance.

2. 2. 4 Gat e Har dwar e and Accessor i es

Submi t manuf act ur er ' s cat al og dat a. Fur ni sh and i nst al l l at ches, hi nges, st ops, keeper s, r ol l er s, and ot her har dwar e i t ems as r equi r ed f or t he oper at i on of t he aut omat ed sl i de gat e. Exi st i ng condui t t o r emai n.

Fur ni sh and i nst al l new cabl e t o near est panel boar d as shown on t he dr awi ngs. Submi t pr oposed hi gh- secur i t y gat e desi gn dat a t o i ncl ude det ai l s of el ect r i cal t i e- i n i nt o exi st i ng condui t and panel box. Gat e mechani sm housi ng uni t s and ot her gat e component s ( e. g. , r ef l ect or s) ar e t o be weat her pr oof ed t o mi ni mi ze f ungal gr owt h.

2. 3 GATE OPERATOR

Pr ovi de el ect r i c gat e oper at or s f or s l i di ng gat es as f ol l ows: El ect r i cal gat e oper at or s shal l have a r i ght angl e gear head i nst ant l y r ever si ng mot or wi t h magnet i c dr um- t ype br ake, f r i c t i on di sc c l ut ch, r ever si ng st ar t er wi t h t her mal over l oad pr ot ect i on, and a chai n- dr i ven gear ed r ot ar y- t ype hydr aul i cal l y oper at ed wi t h r ack and pi ni on oper at or wi t h aut omat i c l i mi t swi t ch. Gear s shal l consi st of a har dened st eel machi ne cut wor m and mat i ng br onze gear . Al l gear s and bear i ngs shal l oper at e i n a bat h of oi l . Gat e oper at or s wi t h V- bel t pul l eys ar e not al l owed. Equi p gat e oper at or s wi t h an emer gency r el ease t o al l ow t he gat e t o be oper at ed

SECTI ON 32 31 13. 53 Page 4 manual l y. The emer gency r el ease mechani sm shal l be capabl e of bei ng l ocked i n t he engaged or di sengaged posi t i on. Pr ovi de posi t i ve st ops on t he gat e t r acks as a backup t o t he l i mi t swi t ches. The gat e oper at or i s t o be i ncor por at ed i nt o t he access cont r ol syst em as speci f i ed i n Sect i on 28 10 05

ELECTRONI C SECURI TY SYSTEMS ( ESS) .

2. 4 ELECTRO- MECHANI CAL LOCKS

El ect r o- mechani cal l ocki ng devi ces f or s l i di ng gat es and per sonnel gat es shal l be sol enoi d act uat ed such t hat t he deadbol t r et r act s when t he sol enoi d i s ener gi zed and r emai ns el ect r i cal l y r et r act ed unt i l t he gat e i s c l osed. Pr ovi de cont i nuous dut y t ype sol enoi d, r at ed f or 120V ac, 60Hz oper at i on. The l ocki ng devi ce shal l be unl ockabl e by key and keyed on bot h s i des. St at us of t he el ect r o- mechani cal l ock shal l be moni t or ed by t wo l i mi t swi t ches ( i nt egr al t o t he l ocki ng devi ce) wi r ed i n ser i es. One swi t ch shal l moni t or t he deadl ock l ever and t he ot her moni t or t he l ocki ng tongue.

PART 3 EXECUTI ON

3. 1 GATE I NSTALLATI ON

a. I nst al l gat es at t he l ocat i ons shown. Mount gat es t o s l i de as i ndi cat ed. I nst al l l at ches, st ops, and keeper s as r equi r ed. I nst al l Sl i de gat es as r ecommended by t he manuf act ur er . Use exi st i ng condui t t o r out e new cabl e f or t he oper at or t o near est panel boar d as shown on t he dr awi ngs.

b. Submi t f our copi es of oper at i ng and mai nt enance i nst r uct i ons, a mi ni mum of t wo weeks pr i or t o f i el d t r ai ni ng. Oper at i ng i nst r uct i ons shal l out l i ne t he st ep- by- st ep pr ocedur es r equi r ed f or syst em st ar t up, oper at i on, and shut down. I ncl ude t he manuf act ur er ' s name, model number , ser vi ce manual , par t s l i s t , and br i ef descr i pt i on of al l equi pment and t hei r basi c oper at i ng f eat ur es. I nc l ude i n t he mai nt enance i nst r uct i ons r out i ne mai nt enance pr ocedur es, possi bl e br eakdowns and r epai r s, and t r oubl eshoot i ng gui de. Al so i ncl ude t he gener al gat e l ayout , equi pment l ayout and si mpl i f i ed wi r i ng and cont r ol di agr ams of t he syst em as i nst al l ed.

3. 2 GROUNDING

Gr ound gat es as i ndi cat ed on dr awi ngs and speci f i ed and per manuf act ur er ' s reuiqrments.

3. 3 SECURITY

I nst al l new secur i t y f enci ng, r emove exi st i ng secur i t y f enci ng, and per f or m r el at ed wor k t o pr ovi de cont i nuous secur i t y f or f aci l i t y . Schedul e and f ul l y coor di nat e wor k wi t h Cont r act i ng Of f i cer .

3. 4 CLEANUP

Remove wast e f enci ng mat er i al s and ot her debr i s f r om t he wor k s i t e each workday.

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SECTI ON 32 31 13. 53 Page 5

PART 3 EXECUTION NOT USED

1.4 DELIVERY, STORAGE, AND HANDLING

Pre-Bid Meeting