B.08 W912EP23R0003_RPN CNT 2_Amendment0008.pdf

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

RIO PUERTO NUEVO FLOOD CONTROL PROJECT, SUPPLEMENTAL CONTRACT 2, ROOSEVELT AVENUE BRIDGE REPLACEMENT, SAN JUAN

PUERTO RICO

1. See SF30 Continuation Sheet for Amendment Details.

2. The Proposal Due Date of January 12, 2024 at 2:00pm EST remains the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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 W912EP23R0003

X 9B. DATED (SEE ITEM 11)

31-Aug-2023

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

10 JAN 2024

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

x 1

SF-30 CONTINUATION SHEET

Rio Puerto Nuevo Flood Control Project, Supplemental Contract 2, Roosevelt Avenue Bridge Replacement, San Juan, Puerto Rico

W912EP23R0003 1 Amendment 0008

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by green font and underlined text and deletions noted by red font and line/cross-outs and pertain only to changes made by this amendment.

The entire section is replaced if there is any change. The Section Table of Contents and Line Items and Pricing Schedule are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Volume 1 Specifications:

DELETE Standard Form 1442 and REPLACE with the attached revised Standard Form 1442.

DELETE the Line Items and Pricing Schedule and REPLACE with the attached Line Items and Pricing Schedule.

Changes to Volume 2 Specifications:

No changes to Volume 2.

2. DRAWINGS:

DELETE sheet ID G-005 and REPLACE with the attached Sheet ID G-005.

DELETE sheet ID GC101 and REPLACE with the attached Sheet ID GC101.

(End of Summary of Changes)

RIO PUERTO NUEVO FLOOD CONTROL PROJECT, SUPPLEMENTAL CONTRACT 2, ROOSEVELT AVENUE BRIDGE REPLACEMENT, SAN JUAN, PUERTO RICO

DESCRIPTION: REFER TO SECTION 01 11 00 FOR COMPLETE PROJECT DESCRIPTION

DRAWINGS: SEE DFARS CLAUSE 252.236-7001, SECTION 00700.

MAGNITUDE OF CONSTRUCTION IS BETWEEN $25,000,000 - $100,000,000.00.

THIS SOLICITATION IS UNRESTRICTED. THE NAICS CODE FOR THIS PROJECT IS 237990 AND THE SMALL BUSINESS SIZE STANDARD IS $45 MILLION. YOU MUST BE REGISTERED IN THE SYSTEM FOR AWARD MANAGEMENT (WWW.SAM.GOV) TO RECEIVE AN AWARD FROM THIS SOLICITATION.

IN ACCORDANCE WITH (IAW) FAR CLAUSE 52.236-27, AN ORGANIZED SITE VISIT HAS BEEN SCHEDULED. SEE FAR 52.236-27, ALT I IN SECTION 00100 FOR

DETAILS.

OFFERORS ARE NOTIFIED THAT REAL ESTATE HAS BEEN IS NOT CURRENTLY CLEARED FOR CONSTRUCTION. BUT WILL BE BEFORE PROPOSALS ARE DUE. ONCE REAL STATE CERTIFICATION IS OBTAINED OFFERORS WILL BE NOTIFIED AT LEAST 10 DAYS BEFORE PROPOSALS ARE DUE.

**SEE BLOCK 11 - SEE SECTION 00700, FAR CLAUSE 52. 211-10 FOR PERIOD OF PERFORMANCE.

**PROPOSAL MUST BE SUBMITTED ELECTRONICALLY. SEE SECTION 00100A, PROPOSAL REQUIREMENTS AND SUBMISSION FORMAT, AND PARAGRAPH

ELECTRONICA PROPOSALS IN SECTION 00800 FOR DETAILED INSTRUCTIONS.

A PRE-PROPOSAL CONFERENCE WILL BE HELD ON SEPTEMBER 19, 2023 AT 1:00 PM, AST. FOR ATTENDANCE, UTILIZE THE LINK AND CALL-IN, https:// usace1.webex.com/meet/anelis.i.nazario-castillo; AUDIO TELECONFERENCE: 1-844-800-2712 (US TOLL FREE), 1-669-234-1177 (US TOLL); ACCESS CODE: 1999 39 5620. FOR IN-PERSON ATTENDANCE, CONTACT JORGE L. AYALA BURGOS AT 787-370-4485 ON OR BEFORE SEPTEMBER 15, 2023 AT 2:00 PM, AST.

ANELIS I NAZARIO CASTILLO 904-232-3285

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

31-Aug-2023

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______60 calendar days and complete it w ithin ________1661 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________**SECTION00700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than__90___ calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912EP23R0003 84

local time __________________ (date).If this is a sealed bid solicitation, offers must be publicly opened at that time.

12 Jan 2024 k3ctcain Cross-Out k3ctcain Cross-Out k3ctcain Cross-Out k3ctcain Cross-Out

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0001 Mobilization and Demobilization 1 Job $

0002 Erosion and Sediment Control and Turbidity Monitoring 1 Job $

0003 Environmental Species Monitoring 1 Job

0004 Vibration Control and Monitoring 1 Job $

0005 Contracting Officer's Field Office (Fixed Costs) 1 Job $

0006 Contracting Officer's Field Office (Recurring Costs) 57 Month $ $

0007 Partnering Regroups (Estimated Quantity, Note 2) 10 Each $ $

0008 As-Built Drawings & Close Out Submittals 1 Job $

0009 Clearing and Grubbing (Estimated Quantity, Note 2) 1.75 Acre $ $

0010 Demolition 1 Job $

Temporary Bypass Sheet Pile (Estimated Quantity, Note

2) 48,329 Square Feet $ $

Temporary Transverse Sheet Pile C1 and C2 (Estimated

Quanitity, Note 2) 19,275 Square Feet $ $

0013 Transition Sheet Piles (Estimated Quantity, Note 2) 19,372 Square Feet $ $

0014 Tie-Rod Anchors 1 Job $

0015 Steel H-Piling (Estimated Quanitity, Note 2) 486 Vertical Linear Foot $ $

0016 Demonstration Wall 1 Job $

0017 Drilled Shaft Axial Load Test 1 Job $

0018 Drilled Shaft - Type 5B (Estimated Quantity, Note 2) 8,160 Vertical Linear Foot $ $

0019 Drilled Shaft - Type 6B (Estimated Quantity, Note 2) 2,751 Vertical Linear Foot $ $

0020 Drilled Shaft - Type 6C (Estimated Quantity, Note 2) 7,084 Vertical Linear Foot $ $

0021 Drilled Shaft Cap Beam 1 Job $

0022 Jet Grout Seals (Estimated Quantity, Note 2) 2,698 Vertical Linear Foot $ $

0023 Jet Grouting - Ground Improvement 1 Job $

0024 Wall Guardrail (Estimated Quantity, Note 2) 403 Linear Foot $ $

0025 Wall Handrail (Estimated Quantity, Note 2) 598 Linear Foot $ $

0026 Excavation - Channel (Estimated Quantity, Note 2) 39,064 Cubic Yard

0027 Excavation - Embankment (Estimated Quantity, Note 2) 21,789 Cubic Yard

0028 Backfill - Fill #1 (Estimated Quantity, Note 2) 844 Cubic Yard $ $

W912EP23R0003 00010A-1 Amendment 0008

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0029 Backfill - Fill #2 (Estimated Quantity, Note 2) 5,811 Cubic Yard $ $

Wall Groundwater Drains and Filter (Estimated Quantity, Note 2) 1,001 Linear Foot $ $

Permanent Bridge Abutment Groundwater Drains

(Estimated Quantity, Note 2) 214 Linear Foot $ $

0032 Finish Grading (Estimated Quantity, Note 2) 2,728 Square Yard $ $

0033 Gabion Baskets for Bedding (Estimated Quantity, Note 2) 2,858 Each $ $

0034 Riprap - Class VIII (Estimated Quantity, Note 2) 2,237 Ton $ $

0035 Riprap - Class III (Estimated Quantity, Note 2) 5,990 Ton $ $

0036 18" RCP Headwalls (Estimated Quantity, Note 2) 2 Each $ $

0037 30" RCP Headwalls (Estimated Quantity, Note 2) 2 Each $ $

0038 36" RCP Headwalls (Estimated Quantity, Note 2) 3 Each $ $

0039 54" RCP Headwalls (Estimated Quantity, Note 2) 1 Each $ $

Storm Drainage Piping - 18" RCP (Estimated Quantity, Note 2) 318 Linear Foot $ $

Storm Drainage Piping - 30" RCP (Estimated Quantity, Note 2) 59 Linear Foot $ $

Storm Drainage Piping - 36" RCP (Estimated Quantity, Note 2) 115 Linear Foot $ $

Storm Drainage Piping - 54" RCP (Estimated Quantity, Note 2) 53 Linear Foot $ $

0044 Drop Inlets/Catch Basins (Estimated Quantity, Note 2) 7 Each $ $

0045 Storm Drainage Manholes (Estimated Quantity, Note 2) 11 Each $ $

0046 Stormwater Bypass 1 Job $

0047 Procure, Install, and Remove Detour Bridge 1 Job $

0048 Detour Bridge Roadway Approaches 1 Job $

0049 Detour Bridge Abutment Caps 1 Job $

0050 Drilled Shaft - Middle Pier (Estimated Quantity, Note 2) 463 Vertical Linear Foot $ $

0051 Precast Beams (Estimated Quantity, Note 2) 30 Each $ $

0052 Middle Pier Cap (CIP) 1 Job $

0053 Bridge Slab (CIP) 1 Job $

0054 Bridge Sidewalks (CIP) (Estimated Quantity, Note 2) 334 Square Yard $ $

0055 Single Slope Barrier (CIP) (Estimated Quantity, Note 2) 421 Linear Foot $ $

W912EP23R0003 00010A-2 Amendment 0008

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0056 Median Barrier (Estimated Quantity, Note 2) 211 Linear Foot $ $

0057 Sidewalk Barrier (Estimated Quantity, Note 2) 421 Linear Foot $ $

0058 Concrete Approach Slab (Estimated Quantity, Note 2) 446 Square Yard $ $

0059 10" DIP Waterline Relocation 1 Job $

0060 30" DIP Waterline Relocation 1 Job $

0061 Traffic Control 1 Job $

0062 Granular Subbase Course (Estimated Quantity, Note 2) 1,079 Square Yard $ $

0063 Aggregate Base Course (Estimated Quantity, Note 2) 4,473 Square Yard $ $

Asphaltic Concrete Pavement (Estimated Quantity, Note

2) 2,819 Ton $ $

0065 Milling Asphalt (Estimated Quantity, Note 2) 4,824 Square Yard $ $

0066 Lane Striping 1 Job $

0067 Permanent Access Road (Estimated Quantity, Note 2) 657 Square Yard $ $

0068 Chain Link Fencing (Estimated Quantity, Note 2) 448 Linear Foot $ $

0069 Ornamental Fencing (Estimated Quantity, Note 2) 359 Linear Foot $ $

0070 Vehicular Gates (Estimated Quantity, Note 2) 2 Each $ $

0071 Sodding (Estimated Quantity, Note 2) 3,244 Square Yard $ $

0072 Seeding (Estimated Quantity, Note 2) 4,358 Square Yard $ $

0073 Tree and Shrub Planting 1 Job $

0074 Restoration 1 Job $

Channel Bypass Overtopping - Dewater Equipment

Standby (Estimated Quantity, Note 2) 39 Month $ $

Channel Bypass Overtopping - Dewater Equipment

Operation (Estimated Quantity, Note 2) 48 Hour $ $

0077 Electrical Relocations (PREPA) 1 Job $

0078 PREPA Electrical Power Charges 1 Job $131,808.00**

0079 Telecommunications Relocations (AT&T/Liberty) 1 Job $

0080 Telecommunications Relocations (Claro) 1 Job $

0081 Telecommunications Relocations (WorldNet) 1 Job $

0082 Lighting Relocations (PRHTA) 1 Job $

0083 Bridge Lighting Charges 1 Job $160,776.00

W912EP23R0003 00010A-3 Amendment 0008

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

Municipal Tax (5.5% of the Subtotal Line Items 0001 through 0083) Job $

TOTAL BASE (LINE ITEMS 0001 THROUGH 0084) $

NOTES:

(1) Proposal must price all line items. See Section 00 10 00 "Instructions to Offerors."

(2) Quantities shown are estimated; actual quantities may vary.

See Clause 52.211-18 "Variation in Estimated Quantity" of Section 00700 contract clauses.

** Estimated cost from utility provider

W912EP23R0003 00010A-4 Amendment 0008

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

A R

C A

D

IS

N

C A

U S

E W

A Y B

L V

D

M E

T A

IR

IE

L

A

S U

IT

E

S A

N J

U A

N P

U E

R T

O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

R O

O S

E V

E L T A

V E

N U

E B

R

ID

G E R

E P

L A

C E

M E

N T

S U

P P

L E

M E

N T

A L C

O N

T R

A C

T

D E

C E

M B

E R

G E

N E

R A

L N

O T

E S

G-005

C

R A

Y M

O N

D

G

K E

L L E

R

A L

O V

E

GENERAL NOTES:

STRUCTURAL GENERAL NOTES

SEE SHEET S-001.1.

APPROVAL DATE BY PRHTA

MARCH 13, 2020LANE WIDTH

VERTICAL ALIGNMENT

LATERAL OFFSET TO OBSTRUCTION

SIDEWALK WIDTH

DESIGN EXCEPTION

10 FT (3.05 m)

6 FT (1.83 m)

0.3%

GEOMETRIC AND BRIDGE CRITERIA

WATER UTILITY GENERAL NOTES

SEE SHEET CU001 FOR GENERAL NOTES AND UTILITY CONTACT INFORMATION.1.

S

G A

IT

A N

DESIGNATION PROJECT", DATED AUGUST 23, 2019.

& MAPPING REPORT "RE: SUS SECOND PART: UTILITY EXCAVATION AT RIO PUERTO NUEVO

TEST HOLE INFORMATION PROVIDED ON THE V SHEET SERIES IS FROM RLDA SURVEYING 5.

SHEETS (R SHEET SERIES) MAY SPECIFY ANOTHER DATUM OR MAY BE UNKNOWN.

(NAD83 NA2011) EPOCH 2010.00 ADJUSTMENT IN US SURVEY FEET. THE REFERENCE

THE U.S. VIRGIN ISLAND, AND ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983

PLANE COORDINATES ARE BASED ON THE LAMBERT PROJECTION FOR PUERTO RICO AND 4.

UNKNOWN OR SPECIFIED ON THE REFERENCE SHEET.

02), EXCEPT REFERENCE SHEETS (R SHEET SERIES), ON WHICH OTHER DATUMS ARE

ALL ELEVATIONS REFER TO THE NATIONAL PUERTO RICO VERTICAL DATUM OF 2002 (PRVD 3.

OTHERWISE INDICATED.

DISTANCES AND ELEVATIONS ARE SHOWN IN US SURVEY FEET EXCEPT WHERE 2.

THE V SHEET SERIES, LABELED AS "TEST HOLE".

ADDITIONAL INFORMATION DESCRIBED IN SURVEY NOTE 5 HAS BEEN INTEGRATED ONTO

SURVEY). SIGNED AND SEALED SURVEY CAN BE FOUND ON FILE WITH USACE-SAJ. THE

CONTRACT NO: W912EP19D002 (TOPOGRAPHIC, HYDROGRAPHIC, AND BOUNDARY

PERIOD OF MARCH 8, 2019 TO JULY 11, 2019, AS PART OF SURVEY NO. 18-230 AND

SURVEY INFORMATION WAS OBTAINED BY RLDA SURVEY AND MAPPING DURING THE 1.

SURVEY NOTES

CONSTRUCTION SEQUENCING NOTES

SEE E, ES, AND ET SHEET SERIES FOR ELECTRICAL CONSTRUCTION SEQUENCING.4.

SEE SHEET CU050 FOR WATER UTILITY CONSTRUCTION SEQUENCING.3.

SEE CG SHEET SERIES FOR CHANNEL EXCAVATION SEQUENCING.2.

SEE SHEETS GC101 TO GC104 FOR GENERAL CONSTRUCTION SEQUENCING.1.

PAVING, GRADING, AND EROSION NOTES

THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS.

IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE 3.

AREAS WHERE CONSTRUCTION RELATED TRAFFIC WILL ENTER AND EXIT THE SITE.

THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN

ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHALL PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER TO PREVENT SILTATION OF 2.

BETWEEN PAVEMENT SECTIONS. SEE DETAIL B4 ON SHEET CF502.

PAVEMENT MEETS EXISTING PAVEMENT FOR THE PURPOSE OF PROVIDING A SMOOTH TRANSITION

CONTRACTOR SHALL SAW CUT, TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW 1.

PRHTA DESIGN EXCEPTIONS

22 13 VIBRATION AND MONITORING REQUIREMENTS FOR EXISTING STRUCTURES.

SHEET PILE AND DRILLED SHAFT INSTALLATION SHALL CONFORM WITH SPECIFICATION 02 3.

PROJECT SITES.

THE SPECIFICATIONS TO UNDERSTAND THE SUBSURFACE CONDITIONS AT THE RELEVANT

DRAWINGS AND OTHER INFORMATION IN THE GEOTECHNICAL DATA REPORT INCLUDED IN

THE CONTRACTOR SHALL REVIEW ALL THE BORING LOGS PROVIDED ON THE CONTRACT 2.

SPECIFICATIONS.

THE PROJECT'S GEOTECHNICAL DATA REPORT IS INCLUDED IN SECTION 00 31 32 OF THE 1.

GEOTECHNICAL NOTES:

MAINTENANCE OF TRAFFIC PLAN

SEE THE MAINTENANCE OF TRAFFIC PLANS ON SHEETS CP119 TO CP125 FOR CONSTRUCTION ACCESS. 10.

METROPISTAS TELEPHONE NUMBER IS 787-474-5999.

ADDRESS IS: CITY VIEW PLAZA 500, TORRE 1, CARRETERA #165 NUM. 48, GUAYNABO, PR, 00968.

CLOSURE TO JOSE DE DEIGO EXPRESSWAY AT LEAST 48 HOURS IN ADVANCE. METROPISTAS PHYSICAL

THE CONTRACTOR SHALL INFORM METROPISTAS TRAFFIC CONTROL CENTER OF ANY POTENTIAL LANE 9.

IF NIGHT-TIME WORK IS CONDUCTED, IN ACCORDANCE WITH PRHTA AND MUTCD STANDARD.

THE CONTRACTOR SHALL INSTALL NIGHT-TIME LIGHTING FOR WORK ZONE ON ALL TRUCK ENTRANCES/EXITS 8.

PER THE CORRESPONDING PUERTO RICO HIGHWAY AUTHORITY STANDARD DRAWINGS.

TEMPORARY REFLECTORS SHALL BE INSTALLED ON ALL TEMPORARY CONCRETE BARRIER SECTIONS AS 7.

EXPRESSWAY.

PER DETAIL B8 ON SHEET CF502, SHALL BE USED AT EACH TRUCK ENTRANCE/EXIT AT JOSE DE DIEGO

A STABILIZED TRUCK ACCESS CONSISTING OF A PAD OF AGGREGATE UNDERLAIN WITH FIBER CLOTH, AS 6.

AND RETROREFLECTIVITY.

ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PER US DOT MUTCD STANDARDS FOR COLOR, SIZE 5.

REMOVE ANY VEGETATION OBSTRUCTING THE CONSTRUCTION ACCESS.4.

TEMPORARY WORK AREAS ARE SHOWN ON REMOVAL PLANS.

REMOVALS OF ANY ITEM (FENCE, POLE LIGHT, ETC.) NECESSARY TO PROVIDE VEHICULAR ACCESS TO 3.

ADD A TYPE III BARRICADE IN FRONT OF DRUMS WITH A "CONSTRUCTION ACCESS ONLY" SIGN .

PLACE DRUMS AT 10' CENTER TO CENTER ACROSS ANY LOCATION THAT NEEDS TO BE BARRICADED. ALSO, 2.

ATTENDANT MAY BE NEEDED TO MOVE BARRICADES FOR CONSTRUCTION VEHICLE ACCESS.1.

CONTROL AND EMBANKMENT PROTECTION IS PROVIDED AND APPROVED.

CLEARING AND GRUBBING OF IN-CHANNEL SLOPES IS NOT PERMITTED UNLESS EROSION 8.

TWO EXISTING BRIDGES AND DETOUR BRIDGE FREE OF DEBRIS AND/OR VEGETATION.

CONTRACTOR SHALL MAINTAIN EXISTING PIERS, ABUTMENTS, AND ALL AREAS UNDER THE 7.

PILES. SEE GC AND CO SHEET SERIES.

0.00 BEFORE BEGINNING CONSTRUCTION ON THE LEFT CHANNEL WALL BYPASS SHEET

CONTRACTOR SHALL COMPLETE RIGHT CHANNEL SHEET PILE R3 AND EXCAVATE TO EL. 6.

SPECIFICATION 00 33 50 FOR AVAILABLE STAGE INFORMATION.

ADJUSTED WITH THE PRIOR APPROVAL FROM THE CONTRACTING OFFICER. SEE

BYPASS RESTRICTIONS FOR WORKING IN THE CHANNEL DURING DRY PERIODS MAY BE 5.

EXCAVATION REQUIREMENTS IN SPECIFICATION 31 00 00 AND CG SHEET SERIES.

CONTRACTOR SHALL NOT OBSTRUCT FLOW AREA WHEN WORKING IN-CHANNEL. SEE 4.

(NGVD 29). SEE SPECIFICATION 00 33 50 SECTION 1.0.

NUEVO. GAGE HEIGHT REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929

ANALYSIS OF THE PERIOD OF RECORD FLOW AT USGS GAGE 50049100 IN THE RIO PUERTO

DESIGNED TO MAINTAIN FLOWS UP TO A 2.5-YEAR STORM EVENT BASED ON A FREQUENCY

THE BYPASS PROVISIONS SHOWN ON THE CO300 AND CO500 SHEET SERIES ARE 3.

SITE TO EL. 14.00 AT ALL TIMES, AS SPECIFIED ON THE CO SHEET SERIES.

CONTRACTOR SHALL MEET CHANNEL BYPASS FLOW REQUIREMENTS AND PROTECT WORK 2.

OR LARGER, AT ALL TIMES TO PROVIDE THE REQUIRED CHANNEL CONVEYANCE CAPACITY.

CONTRACTOR SHALL MAINTAIN THE CHANNEL DIMENSIONS OF THE BYPASS AS SHOWN, 1.

CHANNEL BYPASS REQUIREMENTS

4.82 FT - 7.22 FT (1.47 m - 2.2 m)

DESIGN EXCEPTION: YES

DESIGN LOAD FOR STRUCTURES: SEE SHEET S-001

MAXIMUM SUPERELEVATION: 6%

MINIMUM CURVE RADIUS (METERS): 150

TYPE OF TERRAIN: LEVEL

MAXIMUM GRADE (%): 7%

DESIGN SPEED (V): 40 MPH

PERCENT OF TRUCK (T): 7%

DIRECTIONAL DISTRIBUTION (D): 50%

DESIGN HOURLY VOLUME (DHV): 2,992

AVERAGE DAILY TRAFFIC (2045): 37,400

AVERAGE DAILY TRAFFIC (2019): 28,600

CONTROL OF ACCESS: NONE

FUNCTIONAL HIGHWAY CLASSIFICATION (PRHTA): AVENUE

FUNCTIONAL HIGHWAY CLASSIFICATION (AASHTO): PRINCIPAL ARTERIAL

DESIGN CLASS CODE: U-6

STRUCTURES DESIGN CODE: U-6

HIGHWAY DESIGN CODE: U-6

ROADWAY DESIGN CRITERIA

ELECTRICAL GENERAL NOTES

OUTAGES DURING THE HURRICANE AND RAINY SEASON FROM 1 AUGUST TO 30 SEPTEMBER

OUTAGES FOR TRANSMISSION LINES MUST OCCUR BETWEEN 1 NOVEMBER TO 31 JULY, AVOIDING

TRANSMISSION AND/OR DISTRIBUTION LINES (TEMPORARY OR PERMANENT)

CONTRACTOR SHALL NOTIFY LUMA AT LEAST 6 WEEKS IN ADVANCE OF ANY RELOCATION OF

OUTAGE TIMES MUST AVOID PEAK HOURS 5:00 PM TO 11:00 PM FROM MONDAY THRU FRIDAY

DAYS

OUTAGE TIME SHALL NOT EXCEED 8 HOURS IN A DAY AND CANNOT BE MORE THAN 3 CONSECUTIVE

CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:2.

SEE SHEET E-001 FOR GENERAL NOTES AND UTILITY CONTACT INFORMATION.1.

BOUNDARY MAPS IN THE PLAN DRAWINGS, AND TO BE PROVIDED BY USACE.

REPRESENTS THE ACQUISITION DRAWINGS, WHICH ARE ALSO REFERRED TO AS THE

SHEET CS101 IS TITLED "RESERVED" ON THE INDEX OF SHEETS G-002. SHEET CS101 14.

ECOMAXX GAS STATION.

CONTRACTING OFFICER FOR THE FINAL PLAN AND CONSTRUCTION TIMELINE OF THE

SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE WITH THE

SHEET R-163 FEATURES A PRELIMINARY PLAN FOR THE ECOMAXX GAS STATION AND IS 13.

GOVERNMENT.

AND ITS CORRESPONDING FUSION (LABOR AND MATERIAL) AT NO COST TO THE

PULLING COPPER WIRE (LABOR AND MATERIAL) OR PUSH/PULL/BLOW OF FIBER CABLE

TELECOMMUNICATIONS OWNERS ARE RESPONSIBLE FOR THE COST INCURRED DUE TO 12.

DISTINGUISH BETWEEN BANKS OF THE RIO PIEDRAS.

BANK OF THE RIVER. BRIDGE FEATURES UTILIZE THE TERMS "EAST" AND "WEST" TO

BANK OF THE RIVER, AND THE RIGHT CHANNEL WALL SHALL BE LOCATED ON THE EAST

RIGHT CHANNEL WALLS. THE LEFT CHANNEL WALL SHALL BE LOCATED ON THE WEST

THE PLANS AND SPECIFICATIONS REFER TO THE DRILLED SHAFT WALLS AS LEFT AND 11.

HAZARDOUS MATERIALS.

SPECIFICATION SECTION 01 57 20 FOR ADDITIONAL INFORMATION REGARDING HANDLING

PRODUCTS ARE FOUND AND STOP WORKING IN AND AROUND THAT VICINITY. REFER TO

SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF ANY PETROLEUM-BASED

EXCAVATION TO THE EXTENTS SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR

FOUND IN APPENDIX D OF THE SPECIFICATIONS. THE CONTRACTOR SHALL LIMIT

SAN JUAN, PR," PREPARED BY CRE, INC. AND SUBMITTED TO USACE-SAJ. REPORT CAN BE

FINAL REPORT ECOMAXX GAS STATION AND SURROUNDINGS, ROOSEVELT AVENUE #950,

BEEN IDENTIFIED IN THE REPORT TITLED: "ENVIRONMENTAL SITE ASSESSMENT ACTIVITIES

AREAS OF PETROLEUM-BASED PRODUCTS WITHIN THE LIMITS OF CONSTRUCTION HAVE 10.

BEGINNING OF WORK.

SPECIFICATIONS AND SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO THE

AREA WITHIN THE CONSTRUCTION LIMITS SHALL BE TAKEN IN ACCORDANCE WITH THE

CONDITION, IF NOT SPECIFIED. A PHOTOGRAPHIC AND VIDEO SURVEY OF THE PROJECT

ACCORDANCE WITH PLANS AND SPECIFICATIONS TO DOCUMENTED PRE-CONSTRUCTION

ALL DISTURBED AREAS WITHIN THE CONSTRUCTION LIMITS SHALL BE RESTORED IN 9.

ADDITIONAL INFORMATION REGARDING WEATHER CONDITIONS.

INUNDATED DUE TO RAIN EVENTS. REFER TO SPECIFICATION SECTION 00 33 50 FOR

MANAGEMENT BEHIND BYPASS SHORING, AND UNWATERING WORKING PLATFORM AREAS

THIS INCLUDES, BUT IS NOT LIMITED TO, DEWATERING EXCAVATIONS, SURFACE WATER

CONSTRUCTION OPERATIONS TO FACILITATE UNINTERRUPTED WORKING CONDITIONS.

THE CONTRACTOR IS RESPONSIBLE FOR STORMWATER MANAGEMENT DURING 8.

BY THE CONTRACTOR.

BELOW GROUND FACILITIES THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED

THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING ABOVE OR 7.

PROTECTION OF NEARBY STRUCTURES.

MONITORING REQUIRING PRE-CONSTRUCTION SURVEY AND DOCUMENTATIONS FOR

CONTRACTOR SHALL COMPLY WITH SPECIFICATION 02 22 13 VIBRATION AND NOISE

NOISE, AND/OR VIBRATIONS AS INDICATED ON APPROVED MONITORING PLANS.

SET UP OBSERVATION POINTS AND REFERENCE POINTS TO MONITOR ANY MOVEMENTS,

STRUCTURES, UTILITIES, ROADWAYS AND OTHER FACILITIES. THE CONTRACTOR SHALL

THE CONTRACTOR SHALL CONTROL OPERATIONS TO PREVENT DAMAGE TO EXISTING 6.

THE CONSTRUCTION PERIOD.

MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS THROUGHOUT

TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, SILT FENCE, ETC., WHICH SHALL BE

SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT

PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM 5.

VARIOUS UTILITY COMPANIES.

OFFICER REGARDING ANY POTENTIAL DELAYS OR INCONVENIENCES CAUSED BY THE

UTILITY COMPANIES DURING RELOCATION OPERATIONS AND SHALL NOTIFY CONTRACTING

EXCAVACIONES Y DEMOLICION". THE CONTRACTOR SHALL COORDINATE WITH THE

WHETHER SHOWN ON THE CONTRACT DRAWINGS OR MARKED BY THE "CENTRO DE

CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY,

COMPLIANCE WITH THE "CENTRO DE EXCAVACIONES Y DEMOLICION" GUIDELINES. THE

UNDERGROUND UTILITIES IN ADVANCE OF DEMOLITION AND CONSTRUCTION, AND IN

EXCAVACIONES Y DEMOLICION" FOR THE MARKING OF THE LOCATIONS OF EXISTING

CAUTION IN AREAS OF BURIED UTILITIES AND SHALL COORDINATE WITH THE "CENTRO DE

OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL EXERCISE EXTREME

THE GOVERNMENT ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START

STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.

VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,

THE TIME OF PREPARATION OF THESE CONTRACT DRAWINGS. THE CONTRACTOR SHALL

OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT

LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND 4.

IN THE AFFECTED AREA.

CONTRACTING OFFICER IN WRITING OF ANY CONFLICT BEFORE PERFORMING ANY WORK

DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE

THE CONTRACTOR SHALL CHECK THE CONTRACT DRAWINGS FOR CONFLICTS AND 3.

LOCAL REGULATIONS AND ORDINANCES.

ALL WORK PERFORMED SHALL COMPLY WITH THE FEDERAL, COMMONWEALTH, AND 2.

CONTRACT DRAWINGS.

TRANSITIONS, GRADING, UTILITY RELOCATIONS, AND SITE FEATURES AS SHOWN ON THE

WORK BEYOND THE CHANNEL IMPROVEMENT LIMITS INCLUDES, BUT NOT LIMITED TO,

PERMANENT CONSTRUCTION FEATURES AS PART OF THE RIO PUERTO NUEVO PROGRAM.

WORK WITHIN THE CHANNEL IMPROVEMENT LIMITS (STA. 118+50 TO STA. 123+50) REFLECT 1.

DEMOLITION, CLEARING, AND SITE PREPARATION NOTES

OTHERWISE, IS OUTDATED AND SHALL BE DISREGARDED.

COMPLIANCE WITH LOCAL REGULATIONS. GENERAL SHEET NOTE 11 ON SHEET CD101, WHICH STATES

THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THE ECOMAXX SIGN AND DISPOSE OF IT IN 7.

BURNING OF DEBRIS IS NOT PERMITTED.6.

SEE CHANNEL BYPASS REQUIREMENT NOTE 8 FOR CLEARING AND GRUBBING OF IN-CHANNEL SLOPES.5.

IN A NEAT AND UNOBSTRUCTED CONDITION, BOTH DURING AND UPON COMPLETION OF WORK.

FEDERAL, COMMONWEALTH, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL MAINTAIN ALL AREAS

THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE IN ACCORDANCE WITH

ALL CONSTRUCTION WASTE MATERIALS AND DEMOLITION DEBRIS SHALL BECOME THE PROPERTY OF 4.

LAWS AND REGULATIONS GOVERNING DISPOSAL SITES IN PUERTO RICO.

APPROVED FACILITY. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, COMMONWEALTH AND LOCAL

DISPOSAL OF DEBRIS FROM CLEARING, GRUBBING, AND DEMOLITION SHALL BE DEPOSITED AT AN 3.

CONSTRUCTION.

SPECIFIED LANDSCAPE MATERIAL AS SHOWN ON LP SHEET SERIES IMMEDIATELY FOLLOWING

CONSTRUCTION OR DEMOLITION. DISTURBED AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH

THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR 2.

HAND IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.

BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. ONLY GRADING BY

RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL

REMAIN" SHALL BE PROTECTED PER DETAIL A1 SHEET LP103. IT SHALL BE THE CONTRACTOR'S

PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN ON THE CONTRACT DRAWINGS AS BEING "TO 1.

THE OWNER, ECOMAXX, SHALL BE RESPONSIBLE TO REMOVE THE ECOMAXX SIGN AND DISPOSE OF

IT IN COMPLIANCE WITH LOCAL REGULATIONS.

U

P D

A T

E D

D E

M O

L

IT

IO

N

C

L E

A R

IN

G

A

N D

S

IT

E P

R E

P A

R A

T

IO

N N

O T

E

/0

/2

AMENDMENT 0008

IE:-0.36

TE:1.93

24" Ø Concrete Pipe

(DESTROYED)

HEADW

ALL

F L

O W

R

IO

P

IE

D R

A S

24" Diameter Concrete Pipe

PIPES (NIU)

KM 3.0

SIGN

OPTIC BOX

AT&T FIBER

10" Ø CIP WATER PIPE.

IE:12.56

TE:13.65

CBW

ater Meter

Total Gas Station

GAS VALVE

IE:11.49

TE:13.71

CB

PIPES (NIU)

NO PARKING

SIGN

W

ATER PIPE

TEST HOLE # 6

W

ATER PIPE

TEST HOLE # 1

ELECTRIC CABLES"

"UNDERGROUND

AEE SIGN

EB

IE:CLOGGED

TE:13.99

SMH San Juan Gas

San Juan Gas

SAN JUAN GAS

TB

BOX

FIBER OPTIC

AT&T

BOX

CATV

TB

TB

SIGN

NO PARKING

TMH

BOX

DTOP

CATV BOX

TMH

PRICES SIGN

GAS STATION'S

GUARDRAILTMH

BOX

DTOP

PPW

GATE

EMH

LPC

METAL CANOPY

LW=33.69

L W

.3

LW

=27.66

48" Diameter Concrete Pipe

L W

.5

L W

.8

STRUCT.

CONC.

LPC

" Ø C

IP

W

A T

E R P

IP

E

" Ø C

IP

W

A T

E R P

IP

E

PPCL

ALP

STEEL PIPE

4" SCH 40 GALV

CAP

ARCHED PVC

BLACK BASE BOARD

LUMBER 2" x 12"

RECYCLED PLASTIC

STRUCTURAL

NUMBERPLATE

USGS STYLE E

INSTRUCTIONS

PER MANUFACTURER

LOCATION AND SPACING

#10 x 1 3/4" SS SCREW

"2 (T

Y P

BASE BOARD

12" BLACK

LUMBER 2" x

PLASTIC

RECYCLED

STRUCTURAL

UNISTRUT)

OVERLAP BEHIND

TAPE (SILVER) (1"

2" WIDE REFLECTIVE

UNISTRUT

HEX BOLTS PER

2-3/8" SS

COUNTERSINK

INSTRUCTIONS

PER MANUFACTURER

3/4" SS SCREWS OR

ATTACH WITH #10 x 1

NUMBERPLATE

USGS STYLE E

BASE BOARD

LUMBER 2"x12"

PLASTIC

RECYCLED

STRUCTURAL

PRVD02 DATUM

REFERENCE

ELEVATIONS TO

DATUM LABEL

C ROOSEVELT AVE.

C ROOSEVELT AVE.

36'-0" CLEAR ROADWAY

DETOUR BRIDGEVARIES41'-10"± (EXIST. EB)16'-0"±41'-7"± (EXIST. WB)

MIN.

6'-0"

CHANNEL C/L

PILES (TYP), SEE REF. DWGS

EXIST. BRIDGE PRECAST

RIGHT CHANNEL WALL

FRONT FACE OF

LEFT CHANNEL WALL

FRONT FACE OF

CONST. DIV01�

D.S. NO. 49

LEFT CHANNEL WALL

D.S. NO. 50

RIGHT CHANNEL WALL

D.S. NO. 26

CHANNEL WALL

RIGHT

2A

2A

2B

2B

2A

2A

B CONST. DIV01

SHELF

UTILITY

2A

D.S. NO. 26

LEFT CHANNEL WALL

SEE SHEET CP109

TEMP. DRAINAGE

SEE SHEET CP109

TEMP. DRAINAGE

119+00

120+00

121+00

D

D

D

H

E

H

E

H

H

H

H

H

H

T

T

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

A R

C A

D

IS

N

C A

U S

E W

A Y B

L V

D

M E

T A

IR

IE

L

A

S U

IT

E

S A

N J

U A

N P

U E

R T

O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

R O

O S

E V

E L T A

V E

N U

E B

R

ID

G E R

E P

L A

C E

M E

N T

S U

P P

L E

M E

N T

A L C

O N

T R

A C

T

D E

C E

M B

E R

PRVD02

NUT (TYP.)

WASHER AND

U-BOLT W/

1/2" DIA. SS

UNISTRUT

SS HEX BOLTS PER

COUNTERSINK 2-3/8"

STEEL PIPE

4" SCH 40 GALV

BASE BOARD

LUMBER 2"x12"

PLASTIC

RECYCLED

STRUCTURAL

INSTRUCTIONS

MANUFACTURER

SCREWS OR PER

WITH #10 x 1 3/4" SS

NUMBERPLATE ATTACH

USGS STYLE E

PLASTIC CAP

FLUSH MOUNT

WITH REMOVABLE,

BOARD AND PLUG

1" HOLE IN BASE

L

L

L

B1

SCALE: 1" = 20'

A1

SCALE: 1" = 10'

20' 40'0

10' 20'0

C1

L

L

PHASE I PLAN - INSTALL DRILLED SHAFTS AND DETOUR BRIDGE

C1 C1

GC101

R A

Y M

O N

D

G

K E

L L E

R

A L

O V

E

O

N S

T R

U C

T

IO

N S

E Q

U E

N C

E O

F

STA. 121+47.50

END CAP BEAM

STA. 121+52.71

END CAP BEAM

#587

BRIDGE

EXIST. EB

STA. 120+07.75

BEGIN CAP BEAM

#586

BRIDGE

EXIST. WB

CHANNEL LINING TO BE REMOVED DURING PHASE

LIMITS OF EXISTING BRIDGE STRUCTURE OR EXISTING CONCRETE

APPROXIMATE LIMITS OF CHANNEL EXCAVATION

LEGEND

OF PHASE

BEGINNING

PHASE

END OF

A7

STAFF GAUGE DETAIL

SCALE: 1/2" = 1'=0" 0 2' 4'1'

FRONT VIEW SIDE VIEW

A9

SCALE: N.T.S.

MOUNTING DETAIL

NO TRAFFIC

TRAFFIC PATTERN AT END OF PHASE

TRAFFIC PATTERN AT BEGINNING OF PHASE

GENERAL SHEET NOTES

R

IO

P

IE

D R

A S

F L

O W

R

SEE GENERAL SHEET NOTE 4

INSTALLATION

STUB

10" WATER MAIN

EXIST.

OUTFALL B-4

CHANNEL LINING

EXIST. 10" CONC.

OUTFALL B-3

L1

R3

ABUTMENT

EAST DETOUR BRIDGE

ABUTMENT

WEST DETOUR BRIDGE

SHEET PILES

RETAIN TEMP. SHEET PILES

RETAIN TEMP.

APPROACH

WEST DETOUR

APPROACH

EAST DETOUR

STA. 12A0+08.60

BEGIN BEAM CAP

WATER MAIN

10" D.I.

WATER MAIN

30" D.I.

PHASE I - TYPICAL SECTION - BRIDGE DECK ONLY

S

G A

IT

A N

SEE SHEET CU102

VALVE BOX C

SEE SHEET LP101 FOR TREE INVENTORY PLAN.7.

APPROACH.

ECOMAXX GAS STATION, IN THE VICINITY OF THE WEST DETOUR BRIDGE

SEE SHEET G-005 FOR POTENTIAL TRACES OF FOSSIL FUEL NEAR THE 6.

CONTRACTING OFFICER.

BEEN ATTAINED. REMOVAL REQUIRES REVIEW AND AUTHORIZATION BY THE

SHAFT CONCRETE PLACEMENT OR THE FULL COMPRESSIVE STRENGTH HAS

EXTRACTED UNTIL 28 DAYS AFTER COMPLETION OF ADJACENT DRILLED

TEMPORARY BYPASS AND TRANSVERSE SHEET PILES SHALL NOT BE 5.

CHANNEL ACCORDINGLY. SEE SHEET CO101 FOR STAFF GAUGE LOCATIONS.

FOR MONITORING RIVER STAGES AND ADJUSTING WORK WITHIN THE

ORIENT GAUGE TO FACE THE EAST BANK. CONTRACTOR IS RESPONSIBLE

DOWNSTREAM PROJECT LIMITS DURING CONSTRUCTION, PER DETAIL A7.

CONTRACTOR SHALL INSTALL A STAFF GAUGE AT THE UPSTREAM AND 4.

SEE SHEET CD101 FOR DEMOLITION PLAN.3.

GEOMETRY OF EXISTING BRIDGE TO BE REMOVED.

SEE R SHEET SERIES FOR EXISTING BRIDGE PLANS SHOWING LOCATION AND 2.

SERIES.

ELECTRICAL CONDUIT TEMPORARY CROSSINGS. SEE ES SHEET J.

WATER MAIN INSTALLATION SEQUENCING. SEE SHEET CU050.I.

EXCAVATION AND DISPOSAL. SEE CG SHEET SERIES.H.

AND CO101.

TEMPORARY SHEET PILE INSTALLATION. SEE SHEET CG101 TO CG104 G.

DRILLED SHAFT CONSTRUCTION. SEE CO SHEET SERIES.F.

AND CO SHEET SERIES.

PROVISIONS TO MAINTAIN BYPASS REQUIREMENTS. SEE SHEET G-005 E.

PERMANENT BRIDGE CONSTRUCTION. SEE SB100 SHEETS.D.

SERIES.

STAGED DEMOLITION OF EXISTING WB/EB BRIDGES. SEE GC SHEET C.

DETOUR BRIDGE INSTALLATION. SEE SHEET SB102.B.

GC104.

SEQUENCING OVER FOUR PHASES OF CONSTRUCTION. SEE GC101 TO A.

EACH FEATURE OF WORK LISTED BELOW:

THESE GC SHEETS AND THE PARTICULAR SEQUENCING ESTABLISHED FOR

WORK IN ACCORDANCE WITH THE CONSTRUCTION SEQUENCE SHOWN IN

01 11 00. THE PCL PLAN SHALL INTEGRATE THE FOLLOWING FEATURES OF

PLAN IN ACCORDANCE WITH THE SPECIFICATION SECTION

CONTRACTOR SHALL SUBMIT THE PRE-CONSTRUCTION LOGISTICS (PCL) 1.

POLES

EXIST. LIGHT

TRAFFIC TO EXISTING EASTBOUND BRIDGE.

SHIFT EASTBOUND TRAFFIC TO DETOUR BRIDGE AND SHIFT WESTBOUND 17

CP202.

CONSTRUCT DETOUR BRIDGE APPROACHES. SEE SHEETS CP109 AND 16

SEE ELECTRICAL SHEETS.

BRIDGE AND ROADWAY. DEMOLISH EXISTING LIGHTING POLES IN MEDIAN.

INSTALL, CONNECT, AND ENERGIZE TEMPORARY LIGHTING ON DETOUR 15

CAP EXISTING UTILITY CONDUITS. SEE ELECTRICAL SHEETS.

REMOVE ABANDONED CABLES FROM EXISTING BRIDGE. DEMOLISH AND 14

ACROSS BRIDGE. SEE ELECTRICAL SHEETS.

INSTALL POWER AND COMMUNICATION CABLES IN TEMPORARY CONDUITS 13

BRIDGE. SEE E AND ES SHEET SERIES FOR LIGHTING SEQUENCING.

INSTALL TEMPORARY LIGHTING CONDUITS AND SERVICE AT TEMPORARY 12

ELEVATION.

UTILITY DUCT BANKS. SEE SHEET SB102 FOR DETOUR BRIDGE PLAN AND

INSTALL DETOUR BRIDGE SUPERSTRUCTURE INCLUDING SIDEWALK AND 11

SHEET PILES ARE INSTALLED IN PHASE IV.

TEMPORARY BYPASS SHEET PILES L1 AND R3 UNTIL UPSTREAM BYPASS

CONSTRUCTED CHANNEL WALL DRILLED SHAFTS. RETAIN UPSTREAM

REMOVE BYPASS SHEET PILE WALLS L1 AND R3 IN FRONT OF 10

PILES, AND ANY REMAINING CAP BEAMS. SEE SHEETS SB113 AND SB114.

CONSTRUCT EAST AND WEST DETOUR BRIDGE ABUTMENTS, HP14X89 9

CONSTRUCTED PRIOR TO REMOVING BYPASS SHEET PILE WALL L1.

SHEET CF101 FOR OUTLET LOCATIONS. CAP BEAM SHALL BE

UPSTREAM FLOW DIRECTION INCLUDING HEADWALL AT OUTFALL B-3, SEE

CONSTRUCT LEFT CHANNEL WALL DRILLED SHAFTS NO. 26 TO 49 IN AN 8

CO SHEET SERIES.

CREATE A WORKING PLATFORM FOR CHANNEL WALL CONSTRUCTION. SEE

INSTALL TEMPORARY BYPASS SHEET PILE WALL L1 AND BACKFILL TO 7

FINISHED PRIOR TO THE INSTALLATION OF SHEET PILE L1.

UPON COMPLETION OF BYPASS SHEET PILE WALL R3 AND SHALL BE

TRANSITION GRADING BETWEEN PHASES. THIS EXCAVATION MAY BEGIN

REQUIREMENTS. SEE SHEETS CO101 AND CG101 FOR DETAILS, INCLUDING

EXCAVATE AREAS AS SHOWN TO ELEVATION 0.00 TO PROVIDE BYPASS 6

TEMPORARY SHEET PILE VARIES. SEE SHEET CO501 AND R-105.

R-001 FOR AS-BUILT. INSTALL TEMPORARY SHEET PILE C1. TOP OF

DEMOLISH AND REMOVE CHANNEL LINING TO LIMITS SHOWN. SEE SHEET 5

R3.

SHALL BE CONSTRUCTED PRIOR TO REMOVING BYPASS SHEET PILE WALL

CHANNEL AT APPROX. STA. 122+75 SHALL REMAIN IN SERVICE. CAP BEAM

OUTLET LOCATIONS. THE EXISTING 30" CIP WATER MAIN CROSSING THE

DIRECTION, INCLUDING HEADWALL AT OUTFALL B-4. SEE SHEET CF101 FOR

CHANNEL WALL DRILLED SHAFTS NO. 26 TO 50 IN AN UPSTREAM FLOW

INSTALL TEMPORARY BYPASS SHEET PILE WALL R3 AND CONSTRUCT RIGHT 4

PROTECT 30" WATER MAIN DURING THE INSTALLATION.

TEST. SEE SHEET CO101 FOR LOCATIONS AND CO302 FOR DETAILS.

CONSTRUCT DEMONSTRATION WALL AND DRILLED SHAFT FOR AXIAL LOAD 3

ELECTRICAL SHEETS.

BRIDGE WITH NEW CONDUITS. SEE SHEETS CP109 TO CP118 AND

EXISTING ELECTRICAL HANDHOLES/MANHOLES ACROSS TEMPORARY

WITH TRAFFIC CONTROL PLAN TO OPEN CUT ROAD AND CONNECT

APPROACH OVER TEMPORARY BRIDGE. SEE ELECTRICAL SHEETS. COMPLY

INSTALL TEMPORARY ELECTRICAL AND COMMUNICATION CONDUITS TO 2B

WATER UTILITY CONSTRUCTION SEQUENCING PLAN.

WATER MAIN TO LIMITS SHOWN ON SHEET CD101. SEE SHEET CU050 FOR

CAPS AT PHASE I LIMITS. INSTALL 10” WATER MAIN. REMOVE EXISTING 10"

INSTALLATION ON WEST SIDE OF CHANNEL. INSTALL MECHANICAL JOINT

INSTALL VALVE BOX C AND PHASE I 30” WATER MAIN, INCLUDING STUB 2A

WEST SIDE OF CHANNEL.

CHANNEL. DEMOLISH CONCRETE STRUCTURE AND METAL CANOPY ON

REMOVE AND DISPOSE ECOMAXX GAS STATION SIGN ON WEST SIDE OF 1

PHASE I CONSTRUCTION SEQUENCE

NORTH

PLAN

GC101

A1

GC101

A1

GC101

A9

THE OWNER, ECOMAXX, REMOVE AND DISPOSE OF THE ECOMAXX GAS

STATION SIGN ON THE WEST SIDE OF THE CHANNEL. CONTRACTOR

WILL DEMOLISH CONCRETE STRUCTURE AND METAL CANOPY ON WEST

SIDE OF THE CHANNEL.

U

P D

A T

E D

P H

A S

E I

C O

N S

T R

U C

T

IO

N S

E Q

U E

N C

E N

O T

E

/0

/2

AMENDMENT 0008

G-005 GC101 from Ready to Advertise Submittal -- RPN CNT2 PLANS -- 01232023