CONFORMED AMENDMENT 0004 W912P620B0006 VALPO INDIANA PORTER COUNTY SECT 219 PROJECT.pdf

W81G6600579182

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

REFERENCE: SOLICITATION NO. W912P620B0006

A. This Amendment No. 0004 incorporates a Revised Bid Schedule, w herein upgrading quantities at Line Item No. 0034 to 2,914. As a result, the relative plan sheets are revised and incorporated hereunder.

B. The Bid Opening Date and Time is unchanged by this Amendment, therefore, Bids are due prior to 2:00 p.m. (Central Time) on September 11, 2020. -For further details regarding bid submission, please refer to Solicitation Section 00 22 13 - Supplementary Instructions to Bidders.

C. Point of Contact for this Amendment is Ericka Hillard at (312) 846-5378; email: ericka.d.hillard@usace.army.mil.

- AMENDMENT CONTINUES ON NEXT PAGES –

1. CONTRACT ID CODE PAGE OF PAGES

J 1 20

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

16C. DATE SIGNED

BY 06-Sep-2020

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 W912P620B0006

X 9B. DATED (SEE ITEM 11)

07-Aug-2020

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

06-Sep-2020

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:

W912P620B0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT PARTICULARS

REVISED Section 00 10 00 – Solicitation – AMENDMENT 0004

CONTRACT BID FORM BID SCHEDULE

THE BELOW BID FORM SERVES AS THE BID SCHEDULE AND SHALL BE USED BY THE BIDDER TO

ENTER ITS BID PRICING

DISTINCTION OF LINE ITEMS:

The below Bid Schedule contains a combination of Firm Fixed Price (FFP) and cost reimbursable line items.

Although “FFP” is shown in the description of the cost reimbursable line items, it is not to be construed as a Firm Fixed Price line item. In this case, the FFP represents the Contract Type, which is firm fixed price. Therefore, the contractor will be reimbursed as stated within the extended description of the cost reimbursable line items.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

MOBILIZATION

FFP

Under this line item, the contractor is required to perform mobilization activities.

The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

PURCHASE REQUEST NUMBER: W81G6600579182

PSC CD: Y1PZ

NET AMT

0002 1 Job

DEMOBILIZATION

FFP

Under this line item, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force from the project site.

Payment Provisions: The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

0003 1 Job

CLEARING RIGHT OF WAY

FFP

0004 80 Square

Yard

CONCRETE SIDEWALK, REMOVE

0005 2,670 Square

PAVEMENT, REMOVE

0006 1,628 Linear

Foot

CONCRETE CURB, REMOVE

0007 272 Square

PCCP DRIVEWAY, REMOVE

0008 614 Linear

PIPE, REMOVE

0009 3 Each

STRUCTURE, REMOVE

0010 1 Job

EXCAVATION, COMMON

0011 1 Job

EMBANKMENT

0012 1 Job

MAINTENANCE OF EROSION CONTROL DEVICES

0013 4,050 Square

GEOTEXTILE FOR SUBGRADE

0014 648 Net Ton

(2,000

LB).

COMPACTED AGGREGATE NO. 2, FOR UNDERCUT

BACKFILL (UNDISTRIBUTED)

0015 3,000 Net Ton

COMPACTED AGGREGATE NO. 53 BASE

0016 394 Net Ton

STRUCTURAL BACKFILL, TYPE 1

0017 355 Square

MILLING. ASPHALT, 1.5 IN

0018 25 Net Ton

HMA WEDGE AND LEVEL, TYPE B

(UNDISTRIBUTED)

0019 617 Net Ton

HMA INTERMEDIATE, TYPE B

0020 330 Net Ton

HMA SURFACE, TYPE B

0021 3,946 Square

ASPHALT FOR TACK COAT

0022 115 Square

SIDEWALK, CONCRETE, 4 IN

0023 7 Square

CURB RAMP, CONCRETE

0024 1,739 Linear

CURB AND GUTTER, ROLL CURB, CONCRETE

0025 97 Square

HMA FOR APPROACHES, 3 IN

0026 474 Square

PCCP FOR APPROACHES, 5 IN

0027 312 Square

PCCP FOR APPROACHES, 8 IN

0028 2,800 Square

EROSION CONTROL BLANKET

0029 1,833 Square

TOPSOIL, 4 IN & MULCHED SEEDING, U

0030 3,916 Square

MULCHED SEEDING, D

0031 3 Each

VALVE BOX, ADJUST TO GRADE,

FFP

(UNDISTRIBUTED)

0032 2 Each

SIGN ASSEMBLY RE-SET

0033 8 Each

MAILBOX ASSEMBLY, SINGLE (UNDISTRIBUTED)

0034 2,914 Square

ARTICULATING CONCRETE BLOCK MAT

0035 230 Square

TURF REINFORCEMENT MAT

0036 200 Linear

PIPE, UNDERDRAIN, 6 IN

0037 40 Linear

PIPE, TYPE 2, CONCRETE, CIRCULAR, 12 IN

0038 270 Linear

PIPE, TYPE 2, CONCRETE, CIRCULAR, 15 IN

0039 1,073 Linear

PIPE, TYPE 2, CONCRETE, CIRCULAR, 54 IN

0040 1 Each

DROP STRUCTURE

0041 15 Each

PIPE END SECTION, PRECAST CONCRETE,15 IN

0042 2 Each

MANHOLE, N (9')

0043 3 Each

MANHOLE, L (8')

0044 1 Each

MANHOLE, C (4')

0045 4 Each

INLET, TYPE J

0046 4 Each

CONCRETE BULKHEAD

0047 1 Job

PAVEMENT MARKINGS

0048 1 Job

TRAFFIC CONTROL

0049 1 Lot

PERFORMANCE AND PAYMENT BOND

FFP

This is a cost reimbursable line item for bond coverage for line items 0001 through

The Government will reimburse the Contractor for the actual cost of acceptable bonds upon receiving evidence of payment (i.e. paid invoice) from the bonding company or agency, not to exceed the total amount of this contract line item. The Government will not pay more than the amount bid for this item. If the actual bond costs are less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions associated with contract price changes. re: FAR 52.232-5(g)

OVERALL BID PRICE (ITEMS 0001 THROUGH 0049): $___________________

END OF AMENDMENT NO. 0004 – REVISED PLAN SHEETS FOLLOW

1 NOT TO SCALE

VARIES

24"24"

18" VERTICAL

ANCHOR TRENCH

ROADWAY

COMPACTED SUBGRADE

®FLEXAMAT

FLUSH TRANSITION

CONSTRUCTION NOTES:

USE CONCRETE SAW

TO CUT MAT TO EXACT

SHAPE AND SIZE

2 NOT TO SCALE

2'

CREEK BOTTOM

PRIOR TO INSTALLING FLARED END SECTION,

ANCHOR TRENCH INITIAL LEADING

EDGE OF MAT 18", FILL AND

COMPACT ANCHOR TRENCH.

INSTALL FLARED END SECTION OVER MAT.

SECTION

FLARED END

CONCRETE

D E

T A

IL

S

ARTICULATING CONCRETE BLOCK MAT OUTFALL PROTECTION

ARTICULATING CONCRETE BLOCK MAT SLOPE ARMORING

VIEW

CROSS SECTIONAL

RADIAL OR

TRAPEZOIDAL CHANNEL

STORM WATER

SHALL BE CONTAINED

TO THE CHANNEL

EXISTING GROUND

BLOCK MAT

CONCRETE

ARTICULATING

BLOCK MAT

CONCRETE

ARTICULATING

E.C.B. UNDERLAYMENT

SEAM, 24" UNDER BOTH MATS

A.C.B. MAT SECTIONS

MEET, INSTALL TIGHT

TO ONE ANOTHER

BLOCK MAT

CONCRETE

ARTICULATING

CONCRETE BLOCK MAT A MINIMUM OF 3' BELOW LOW WATER ELEVATION.

APPLICATIONS WHERE OUTFALLS FLOW INTO RETENTION PONDS, EXTEND ARTICULATING 5.

MAT TO EXACT SIZE AND SHAPE.

12', & 16' AVAILABLE IN CUSTOM LENGTHS. A CONCRETE SAW SHALL BE USED TO CUT THE

INSTALL ARTICULATING CONCRETE BLOCK MAT ROLLS. AVAILABLE WIDTHS ARE 5.5', 8', 10', 4.

MAT 18", FILL AND COMPACT ANCHOR TRENCH. INSTALL FLARED END SECTION OVER MAT.

PRIOR TO INSTALLING FLARED END SECTION, ANCHOR TRENCH INITIAL LEADING EDGE OF 3.

MAT INSTALLATION. USE SEED PER PROJECT SPECIFICATIONS.

APPLY SEED DIRECTLY TO THE PREPARED SOIL PRIOR TO ARTICULATING CONCRETE BLOCK 2.

GRADE .

UNYIELDING FOUNDATION FOR THE MATS WITH NO SHARP OR ABRUPT BREAKS IN THE

PROTRUSIONS, OR DEBRIS OF ANY KIND. THE PREPARED SURFACE SHALL PROVIDE A FIRM

PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER

AND BE CONTAINED TO THE CHANNEL. ALL SUBGRADE SURFACES PREPARED FOR

1. GRADE OUTFALL AREA SO THAT WATER WILL FLOW DOWN THE CENTER OF THE CHANNEL

CONSTRUCTION NOTES:

HYDRAULIC FLOW.

MATS SHALL HAVE AN 18" TOE-IN AT EDGES PERPENDICULAR TO CONCENTRATED 5.

UNDER EITHER MAT.BRIDGING THE SEAM EQUALLY SO THAT 24" OF THE ECB IS

4' SECTION OF ECB UNDER THE ABUTTED ARTICULATING CONCRETE BLOCK MAT PANELS,

ABUT EACH SECTION OF MAT TIGHTLY TO THE PREVIOUS SECTION. INSTALL A 4.

VERTICALLY IN ANCHOR TRENCH. AT THE TOE OF THE SLOPE, TRENCH THE MAT 18".

EXTEND 2' PAST THE CREST OF SLOPE. TOP EDGE OF MAT SHALL BE ANCHORED 18"

INSTALL ARTICULATING CONCRETE BLOCK MAT ROLLS. THE TOP OF THE MAT SHALL3.

THE SLOPE WITH SITE SPECIFIC SEED.

PRIOR TO INSTALLING THE ARTICULATING CONCRETE BLOCK MAT, SEED 2.

UNYIELDING FOUNDATION FOR THE MATS.

DEBRIS OF ANY KIND. THE PREPARED SURFACE SHALL PROVIDE A FIRM

PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF STICKS, ROOTS, OR

GRADE A UNIFORM SUBGRADE. ALL SUBGRADE SURFACES PREPARED FOR 1.

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

A

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

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

P R

O J E

C T C

O D

E

F

IL

E N

A M

E

M

C A

R E

Y

M

C A

R E

Y

J

D U

R R

J

D U

R R

A N

S I

D S \1

-0

.0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \d e t_

-0

.d g n

P R

O J E

C T C

O D

E

A

U G

U S

T

W P -2

-B -0

100%

C H

IC

A G

O

IL

S U

IT

E

S L

A S

A L L E S

T R

E E

T C

H

IC

A G

O D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

IO

N E

X P

A N

S

IO

N P

R O J E

C T P

H A

S E I I)

(S Q

U

IR

R E

L C

R E

E K D

IV

E R

S

IO

N /M

ID

W

A Y D

R

IV

E

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

Y

IN

D

IA

N A

M E

N D

M E

N T

/2

/2

A

M E

N D

M E

N T

/3 /2

APP R/WAPP R/W

APP R/W

APP R/W

A

W

A

W

A

W

A

W

APP R/W

656 657 658

650650

M

ID

W

Y

D

IV

E

McCOOL ROAD

M

IL

P O

T

IV

E

INV=651.22

19" x 33" CMP

BOTTOM/STRUCTURE=648.56

T/WATER=649.3

INV=648.56 30" RCP S

INV=648.59 30" RCP N

RIM=652.39

STORM CB

654.58

CP 1

CP 2

654.43

PER PINFLAGS

WELAND DELINEATION

APPROXIMATE

G U

Y

W

IR

E

G U

Y

W

IR

E

EVERGREEN TREES (9)

BOTTOM/STRUCTURE=649.73

INV=649.76 24" RCP E.

RIM=653.73

STORM INLET

BOTTOM/STRUCTURE=648.63

T/WATER=649.5

INV=649.38 24" x 36" CMP N

INV=649.44 24" x 36" CMP S

INV=649.49 36" CONC W/SW

RIM=655.26

STORM MH

M

ID

W

Y

IV

E

SOIL BORING B6

SIGN

INV=649.49 24" RCP W

INV=649.39 36" RCP NE, S

RIM=653.84

STORM MH

INV=648.68 24" RCP N

INV=648.78 36" RCP SW

INV=649.00 24" RCP SE

RIM=653.34

STORM MH

29+00 30+00

LINE 'PR-MC'

L

IN

E 'P

R -M

28+0026+00 27+00

15+00 16+00LINE 'PR-D'

18+0018+0017+00

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

A

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

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E

F

IL

E N

A M

E

M

C A

R E

Y

M

C A

R E

Y

J

D U

R R

J

D U

R R

A N

S I

D S \1

-0

.0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \p rf -0

.d g n

P R

O J E

C T C

O D

E

A

U G

U S

T

W P -2

-B -0

100%

C H

IC

A G

O

IL

S U

IT

E

S L

A S

A L L E S

T R

E E

T C

H

IC

A G

O D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

IO

N E

X P

A N

S

IO

N P

R O J E

C T P

H A

S E I I)

(S Q

U

IR

R E

L C

R E

E K D

IV

E R

S

IO

N /M

ID

W

A Y D

R

IV

E

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

Y

IN

D

IA

M E

N D

M E

N T

/2

/2

A

M E

N D

M E

N T

/3 /2

15+00 15+50 16+00 16+50 17+00 17+50 18+0018+00

E L

E V

A T I O

N

.5

S T

A

.5

E N

D

I

M P

R O

V E

M E

N T

S

.1

.5

.1

.6

.1

.8

.8

.8

.2

.1

.9

.7

.6

.4

@ LINE 'PR-D'

PROPOSED GRADE

BOTTOM OF CHANNEL

EXISTING DITCH BOTTOM

INV. 649.36

STA 17+74.97

CONSTRUCTION

END CHANNEL

INV 645.00

STA 28+49.22

DROP STRUCTURE

STR 101

LINE 'PR-D'

LIMITS OF CONSTRUCTION

RELOCATE (BY OTHERS)

SEE NEXT SHEET

STR 102

24 LFT OF 15" RCP @ 0.3%

40 LFT OF 15" RCP @ 0.3%

SEE SHEET 24 FOR DETAILS

54" INV 645.00(S)

TOP OF CASTING 651.11

22 LFT OF 54" TYPE 2 PIPE @0.059%

OFF. 28.43 LT.

STA. 28+49.22

DROP STRUCTURE

STR 101

INV 650.19

OFF. 22.85 RT.

STA. 26+10.78

15" FLARED END SECTION

STR 220

INV 650.11

OFF. 22.81 RT.

STA. 26+37.31

15" FLARED END SECTION

STR 221

INV 649.90

OFF. 22.70 RT.

STA. 27+11.24

15" FLARED END SECTION

STR 222

INV 649.76

OFF. 23.09 RT.

STA. 27+59.50

15" FLARED END SECTION

STR 223

INV 649.54

15" END SECTION

SEE NEXT SHEET

STR 100

FOR APPROACHES

21 SYS HMA

RECONSTRUCTION

41 SYS PAVEMENT BOTTOM

DITCH

PROPOSED

BOTTOM

DITCH

PROPOSED

EXISTING DITCH BOTTOM

BOTTOM

PROPOSED DITCH

SEE SHEET 21

(ARTICULATING CONCRETE BLOCK MAT)

877 SFT DITCH STABILIZATION

LEGEND

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-165#/SYS HMA INTERMEDIATE, TYPE B ON

-165#/SYS HMA SURFACE TYPE B ON

HMA FOR APPROACHES:

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-PCCP FOR APPROACHES

PCCP FOR APPROACHES:

CURB AND GUTTER, CONCRETE, ROLL CURB

-HMA WEDGE and LEVEL, TYPE B

-165#/SYS HMA SURFACE, TYPE B

PAVEMENT RESURFACING:

-1320#/SYS COMPACTED AGGREGATE, No. 53, BASE

-330#/SYS HMA INTERMEDIATE, Type B

-165#/SYS HMA SURFACE, Type B

PAVEMENT RECONSTRUCTION:

M A T C

H

L

IN

E

S T A

670 670

MATCH LINE STA. 50+50

0 20

SCALE 1" = 20'

400 20

SCALE 1" = 20'

S T

A

T

O S

T A

L

IN

E P

R -D

P L

A N P

R O

F

IL

E

APP R/W APP R/W APP R/W APP R/W

APP R/W

A

W

A

W

APP R/WAPP R/W

A

W

A

W

APP R/WAPP R/W

655656

8"

15"

6"

6" 7"

10"

7"

8"

9"

10"

9"

36"

7"

8"

24"

6"

6"

6" 8"

6"

13"

7"

6"

8"

7"6"

8"

11"

McCOOL ROAD

G R

E E

N D

A L

IV

E

C H

E R

R Y F

IE

L

IV

E

FILLED w/ SAND

RIM=757.13

MH

ELEVATION=658.20

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #2:

655.40

CP 3

656.21

CP 4

PER PINFLAGS

WELAND DELINEATION

APPROXIMATE

PER PINFLAGS

WELAND DELINEATION

APPROXIMATE

EDGE OF WATER

GUY-WIRES

INV=653.34

8' PVC

EDGE OF WATER

20+00 25+00

21+00 22+00 23+00 24+00LINE 'PR-MC'

11+00 12+

LINE 'PR-D'

13+00 14+00

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

A

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

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E

F

IL

E N

A M

E

M

C A

R E

Y

M

C A

R E

Y

J

D U

R R

J

D U

R R

A N

S I

D S \1

-0

.0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \p rf -0

.d g n

P R

O J E

C T C

O D

E

A

U G

U S

T

W P -2

-B -0

100%

C H

IC

A G

O

IL

S U

IT

E

S L

A S

A L L E S

T R

E E

T C

H

IC

A G

O D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

IO

N E

X P

A N

S

IO

N P

R O J E

C T P

H A

S E I I)

(S Q

U

IR

R E

L C

R E

E K D

IV

E R

S

IO

N /M

ID

W

A Y D

R

IV

E

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

Y

IN

D

IA

M E

N D

M E

N T

/2

/2

A

M E

N D

M E

N T

/3 /2

B E

G I N

I

M P

R O

V E

M E

N T

S

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00

-0.33%

.9

.2

.1

.3

.4

.3

.2

.6

.7

.1

.1

.9

.7

.5

.4

.2

.0

.9

.7

.6

.4

.2

S T

A

.0

E L

E V

A T I O

N

.9

@ LINE 'PR-D'

PROPOSED GRADE

BOTTOM OF CHANNEL

GRADE 651.92

MATCH EXISTING

STA 10+00.00

CONSTRUCTION

BEGIN CHANNEL

EXISTING DITCH BOTTOM

INV 652.47

STA. 24+34.59

15" FLARED END SECTION

STR 217

PROPOSED DITCH BOTTOMLIMITS OF CONSTRUCTION

RELOCATE (BY OTHERS)

40 LFT OF 15" RCP @ 0.3%

16 LFT OF 15" RCP @ 0.3%

16 LFT OF 15" RCP @ 0.3%

40 LFT OF 15" RCP @ 0.3%

22 SYS HMA FOR APPROACHES 17 SYS HMA FOR APPROACHES

37 SYS PAVEMENT RECONSTRUCTION

21 SYS HMA FOR APPROACHES

29 SYS PAVEMENT RECONSTRUCTION

16 SYS HMA FOR APPROACHES

RELOCATED (BY OTHERS)

PHONE LINES TO BE

72 LFT OF 15" RCP @ 0.3%

INV 653.53

OFF. 22.93 RT.

STA. 21+11.78

15" FLARED END SECTION

STR 211

INV 653.32

OFF. 22.97 RT.

STA. 21+82.05

15" FLARED END SECTION

STR 212

INV 653.20

OFF. 23.16 RT.

STA. 22+24.54

15" FLARED END SECTION

STR 213

INV 653.00

OFF. 23.55 RT.

STA. 22+92.12

15" FLARED END SECTION

STR 214

INV 652.94

OFF. 22.70 RT.

STA. 23+12.08

15" FLARED END SECTION

STR 215

INV 652.58

OFF. 20.28 RT.

STA. 24+34.61

15" FLARED END SECTION

STR 216

INV 652.47

OFF. 20.09 LT.

STA. 24+34.59

15" FLARED END SECTION

STR 217

INV 650.42

OFF. 23.22 RT.

STA. 25+31.07

15" FLARED END SECTION

STR 218

INV 650.36

OFF. 22.90 RT.

STA. 25+51.38

15" FLARED END SECTION

STR 219

CONNECT TO EXISTING PIPE

TOP OF CASTING 656.44

OFF. 26.83 RT.

STA. 20+72.88

MANHOLE, TYPE C

STR 117

PROPOSED DITCH BOTTOM

PROPOSED DITCH BOTTOM

EXISTING DITCH BOTTOM

PROPOSED DITCH BOTTOM

INV 653.75

OFF. 22.26 RT.

STA. 20+38.24

15" FLARED END SECTION

STR 210

SEE SHEET 21

(ARTICULATING CONCRETE BLOCK MAT)

1,872 SFT DITCH STABILIZATION

SEE SHEET 21

OUTFALL PROTECTION

(ARTICULATING CONCRETE BLOCK MAT)

165 SFT DITCH STABILIZATION

LEGEND

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-165#/SYS HMA INTERMEDIATE, TYPE B ON

-165#/SYS HMA SURFACE TYPE B ON

HMA FOR APPROACHES:

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-PCCP FOR APPROACHES

PCCP FOR APPROACHES:

CURB AND GUTTER, CONCRETE, ROLL CURB

-HMA WEDGE and LEVEL, TYPE B

-165#/SYS HMA SURFACE, TYPE B

PAVEMENT RESURFACING:

-1320#/SYS COMPACTED AGGREGATE, No. 53, BASE

-330#/SYS HMA INTERMEDIATE, Type B

-165#/SYS HMA SURFACE, Type B

PAVEMENT RECONSTRUCTION:

M A T C

H

L

IN

E

S T A

0 20

SCALE 1" = 20'

400 20

SCALE 1" = 20'

S T

A

T

O S

T A

L

IN

E P

R -D

P L

A N P

R O

F

IL

U

M M

A R

Y O

F Q

U A

N T

IT

IE

S

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

A

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

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E

F

IL

E N

A M

E

M

C A

R E

Y

M

C A

R E

Y

J

D U

R R

J

D U

R R

A N

S I

D S \1

-0

.0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \s u m

-0

.d g n

P R

O J E

C T C

O D

E

A

U G

U S

T

W P -2

-B -0

100%

C H

IC

A G

O

IL

S U

IT

E

S L

A S

A L L E S

T R

E E

T C

H

IC

A G

O D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

IO

N E

X P

A N

S

IO

N P

R O J E

C T P

H A

S E I I)

(S Q

U

IR

R E

L C

R E

E K D

IV

E R

S

IO

N /M

ID

W

A Y D

R

IV

E

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

Y

IN

D

IA

M E

N D

M E

N T

/2

/2

A

M E

N D

M E

N T

/3 /2