A.07.24_Solicitation_Road_Repair_Amendment_0004.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

Road Repair at Fort Leavenw orth, Kansas

Bids due September 13, 2017 at 2 pm local time.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 08-Sep-2017

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 W912DQ17B4008

X 9B. DATED (SEE ITEM 11)

14-Aug-2017

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

08-Sep-2017

CODE

USACE, KANSAS CITY +

FEDERAL BUILDING CT-M, RM 647 601 EAST 12TH S

KANSAS CITY MO 64106-2896

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ17B4008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

CONTINUATION PAGE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The Solicitation is amended as follows:

Deleted text is shown with a strikethrough. Added text is shown with underline.

1. DRAWINGS CHANGES:

a. Delete the following Drawing Sheets in their entirety and replace with the revised Drawings Sheets that accompany this amendment.

CD-102 Demolition Plan – Kearny & Thomas Avenue CD-104 Demolition Plan – Thomas Avenue CD-105 Demolition Plan – Gibbons Ave CS-102 Site Plan & Profile – Kearny Avenue CS-104 Site Plan & Profile – Thomas Avenue CS-105 Site Plan & Profile – Gibbons Avenue CP-102 Pavement Plan – Kearny & Thomas Avenue CP-104 Pavement Plan – Thomas Avenue CP-105 Pavement Plan – Gibbons Avenue

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

(End of Summary of Changes)

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A1 SCALE: 1" = 30' 30' 60'0

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N 387,177.11

E 2,182,330.29

N 387,175.27

E 2,183,080.66

N 387,114.04

E 2,183,076.50

N 387,068.90E 2,183,015.68

N 387,069.84 E 2,183,001.35

N 387,071.23E 2,182,772.90

N 387,092.90

E 2,182,751.81

N 387,095.22

E 2,182,574.23

N 387,019.76

E 2,182,571.04

N 386,989.61

E 2,182,522.86

N 387,180.78 E 2,182,544.24

N 387,178.63

6. SIDEWALK TO BE REMOVED

5. EXISTING CURB INLET TO BE REMOVED

4. EXISTING STORM SEWER (SIZE UNKNOWN) LINE TO BE REMOVED

FACILITATE SMOOTH JOINT.

TO THE EXTENTS SHOWN. SAW CUT FULL DEPTH EXISTING PAVEMENT TO

SAWCUT PAVEMENT - REMOVE EXISTING ASPHALT PAVEMENT AND SUBBASE 3.

CONCRETE CURB TO BE REMOVED2.

PAVEMENT AND SUBBASE TO BE REMOVED1.

CONSTRUCTION LIMITS

UTILITY TO BE REMOVED

SIDEWALK TO BE REMOVED

CURB AND GUTTER TO BE REMOVED

PAVEMENT AND SUBBASE TO BE REMOVED

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ROAD CLOSURE AND TRAFFIC DETOUR.

CONSTRUCTION SEQUENCE, LOCATION FOR LAYDOWN /STAGING AREA,

7. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR

LIMIT) AND LIGHT POST STRUCTURES TO BE UNDISTURBED.

UNDERGROUND UTILITIES (EXCEPT STORM SEWER SHOWN WITHIN PROJECT

DURING CONSTRUCTION SHALL BE REPORTED TO THE COR. ALL EXISTING

CONSTRUCTION. UTILITIES WHICH ARE NOT SHOWN AND ARE DISCOVERED

UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

LOCATIONS OF ALL UNDERGROUND FACILITIES, STRUCTURES, AND

LOCATED FROM AVAILABLE SURVEYS AND BASE MAP RECORDS. THE

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN 6.

CLEAR OF DEBRIS FROM DEMOLITION AND CONSTRUCTION AT ALL TIMES.

STREETS, WALKWAYS AND HARDSTAND AREAS SHALL BE KEPT CLEAN AND 5.

LOCATION AND ORDER BASED ON NEW ALIGNMENT.

STOCKPILED BY THE CONTRACTOR FOR PLACEMENT IN THE SIMILAR

4. ALL EXISTING SIGNING WITHIN PROJECT LIMITS SHALL BE REMOVED AND

SPECIFICATIONS TO THE DESIGNED ELEVATIONS.

FILLED AND COMPACTED IN ACCORDANCE WITH THE PROJECT

ALL CAVITIES CREATED BY THE REMOVAL OF EXISTING FACILITIES SHALL BE 3.

STRUCTURES OR UNDERGROUND UTILITIES THAT ARE TO REMAIN IN PLACE.

ADJUSTMENTS DUE TO CONFLICTS OR GRADING TO ANY EXISTING

CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE AND 2.

DEMOLITION OPERATIONS.

SERVICES AND DISMANTLE SERVICE LINES PRIOR TO BEGINNING

THE REMOVAL AND RELOCATION OF ANY UTILITIES AND TO SAFELY STOP

THE CONTRACTOR SHALL COORDINATE WITH THE INSTALLATION PRIOR TO 1.

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CONSTRUCTIONLIMITS

CONSTRUCTIONLIMITS

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LEGEND

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E 2,182,526.89

N 386,088.58

E 2,182,485.25

N 386,554.24

E 2,182,523.51

E 2,182,525.94

N 386,578.53

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CONSTRUCTION SEQUENCE, LOCATION FOR LAYDOWN /STAGING AREA,

7. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR

LIMIT) AND LIGHT POST STRUCTURES TO BE UNDISTURBED.

UNDERGROUND UTILITIES (EXCEPT STORM SEWER SHOWN WITHIN PROJECT

CONSTRUCTION SHALL BE REPORTED TO THE COR. ALL EXISTING

UTILITIES WHICH ARE NOT SHOWN AND ARE DISCOVERED DURING

SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

LOCATIONS OF ALL UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES

LOCATED FROM AVAILABLE SURVEYS AND BASE MAP RECORDS. THE

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN 6.

CLEAR OF DEBRIS FROM DEMOLITION AND CONSTRUCTION AT ALL TIMES.

STREETS, WALKWAYS AND HARDSTAND AREAS SHALL BE KEPT CLEAN AND 5.

LOCATION AND ORDER BASED ON NEW ALIGNMENT.

STOCKPILED BY THE CONTRACTOR FOR PLACEMENT IN THE SIMILAR

4. ALL EXISTING SIGNING WITHIN PROJECT LIMITS SHALL BE REMOVED AND

SPECIFICATIONS TO THE DESIGNED ELEVATIONS.

FILLED AND COMPACTED IN ACCORDANCE WITH THE PROJECT

ALL CAVITIES CREATED BY THE REMOVAL OF EXISTING FACILITIES SHALL BE 3.

STRUCTURES OR UNDERGROUND UTILITIES THAT ARE TO REMAIN IN PLACE.

ADJUSTMENTS DUE TO CONFLICTS OR GRADING TO ANY EXISTING

CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE AND 2.

DEMOLITION OPERATIONS.

SERVICES AND DISMANTLE SERVICE LINES PRIOR TO BEGINNING

THE REMOVAL AND RELOCATION OF ANY UTILITIES AND TO SAFELY STOP

THE CONTRACTOR SHALL COORDINATE WITH THE INSTALLATION PRIOR TO 1.

SEE SHEET CD-107

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8. SIDEWALK TO BE REMOVED

7. PAVEMENT TO BE REMOVED

6. EXISTING AREA INLET TO BE REMOVED

5. EXISTING CURB INLET TO BE REMOVED

4. EXISTING STORM SEWER LINE TO BE REMOVED

FACILITATE SMOOTH JOINT.

TO THE EXTENTS SHOWN. SAW CUT FULL DEPTH EXISTING PAVEMENT TO

SAWCUT PAVEMENT - REMOVE EXISTING ASPHALT PAVEMENT AND SUBBASE 3.

CONCRETE CURB TO BE REMOVED2.

PAVEMENT AND SUBBASE TO BE REMOVED1.

SIDEWALK TO BE REMOVED

CONSTRUCTION LIMITS

UTILITY TO BE REMOVED

CURB AND GUTTER TO BE REMOVED

PAVEMENT TO BE REMOVED

PAVEMENT AND SUBBASE TO BE REMOVED

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N 384,306.10

E 2,184,528.63

N 384,383.62

E 2,184,526.56

N 384,340.93

E 2,184,484.49 N 384,366.14

E 2,184,484.23

N 384,634.53

E 2,184,542.67

N 384,606.46

E 2,184,543.23

E 2,184,542.18

N 384,672.23

E 2,184,473.79

N 384,670.26 N 384,696.55

E 2,184,473.79

N 384,763.56

E 2,184,537.73

N 384,954.76

E 2,184,511.27

N 384,954.06

E 2,184,485.23

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LEGEND

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E 2,184,534.36

N 384,092.13

E 2,184,507.96

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CONSTRUCTION SEQUENCE, LOCATION FOR LAYDOWN /STAGING AREA,

7. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR

LIMIT) AND LIGHT POST STRUCTURES TO BE UNDISTURBED.

UNDERGROUND UTILITIES (EXCEPT STORM SEWER SHOWN WITHIN PROJECT

CONSTRUCTION SHALL BE REPORTED TO THE COR. ALL EXISTING

UTILITIES WHICH ARE NOT SHOWN AND ARE DISCOVERED DURING

SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

LOCATIONS OF ALL UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES

LOCATED FROM AVAILABLE SURVEYS AND BASE MAP RECORDS. THE

6. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN

CLEAR OF DEBRIS FROM DEMOLITION AND CONSTRUCTION AT ALL TIMES.

5. STREETS, WALKWAYS AND HARDSTAND AREAS SHALL BE KEPT CLEAN AND

LOCATION AND ORDER BASED ON NEW ALIGNMENT.

STOCKPILED BY THE CONTRACTOR FOR PLACEMENT IN THE SIMILAR

4. ALL EXISTING SIGNING WITHIN PROJECT LIMITS SHALL BE REMOVED AND

SPECIFICATIONS TO THE DESIGNED ELEVATIONS.

FILLED AND COMPACTED IN ACCORDANCE WITH THE PROJECT

3. ALL CAVITIES CREATED BY THE REMOVAL OF EXISTING FACILITIES SHALL BE

STRUCTURES OR UNDERGROUND UTILITIES THAT ARE TO REMAIN IN PLACE.

ADJUSTMENTS DUE TO CONFLICTS OR GRADING TO ANY EXISTING

2. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE AND

DEMOLITION OPERATIONS.

SERVICES AND DISMANTLE SERVICE LINES PRIOR TO BEGINNING

THE REMOVAL AND RELOCATION OF ANY UTILITIES AND TO SAFELY STOP

1. THE CONTRACTOR SHALL COORDINATE WITH THE INSTALLATION PRIOR TO

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7. SIDEWALK TO BE REMOVED

6. EXISTING STORM MANHOLE TO BE REMOVED

5. EXISTING CURB INLET TO BE REMOVED

4. EXISTING STORM SEWER LINE TO BE REMOVED

FACILITATE SMOOTH JOINT.

TO THE EXTENTS SHOWN. SAW CUT FULL DEPTH EXISTING PAVEMENT TO

SAWCUT PAVEMENT - REMOVE EXISTING ASPHALT PAVEMENT AND SUBBASE 3.

CONCRETE CURB TO BE REMOVED2.

PAVEMENT AND SUBBASE TO BE REMOVED1.

SIDEWALK TO BE REMOVED

CONSTRUCTION LIMITS

UTILITY TO BE REMOVED

CURB AND GUTTER TO BE REMOVED

PAVEMENT AND SUBBASE TO BE REMOVED

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KEARNY AVENUE

KEARNY AVENUE

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:38:46 PM 9/8/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Leavenworth, Kansas/Ft. Leavenworth Road Repairs (P2: 463072)/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/CP-102 - Kearny & Thomas Pavement

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SEE SHEET CP-501 FOR

A1 SCALE: 1" = 30' 30' 60'0

PAVEMENT PLAN

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TYPE, AND ALIGNMENT AT ALL CONNECTION POINTS.

3. CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE,

INFRASTRUCTURE.

TO PROVIDE SMOOTH SURFACE TRANSITION BETWEEN EXISTING AND NEW

2. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT

PEDESTRIAN SIDEWALK SECTION.

1. SEE SHEET CP-401 FOR ROADWAY TYPICAL SECTIONS AND CP-501 FOR

GENERAL SHEET NOTES

LEGEND

PEDESTRIAN SIDEWALK

ASPHALTIC PAVEMENT AND SUBBASE

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THOMAS AVENUE

CONSTRUCTIONLIMITS

CONSTRUCTIONLIMITS

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg1:00:03 PM 9/8/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Leavenworth, Kansas/Ft. Leavenworth Road Repairs (P2: 463072)/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/CP-104 - Thomas Pavement

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SEE SHEET CP-501 FOR

TYPE, AND ALIGNMENT AT ALL CONNECTION POINTS.

3. CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE,

INFRASTRUCTURE.

TO PROVIDE SMOOTH SURFACE TRANSITION BETWEEN EXISTING AND NEW

2. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT

PEDESTRIAN SIDEWALK SECTION.

1. SEE SHEET CP-401 FOR ROADWAY TYPICAL SECTIONS AND CP-501 FOR

GENERAL SHEET NOTES

LEGEND

A1 SCALE: 1" = 30' 30' 60'0

PAVEMENT PLAN

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2" MILL AND OVERLAY

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GIBBONS AVENUE

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:35:00 PM 9/8/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Leavenworth, Kansas/Ft. Leavenworth Road Repairs (P2: 463072)/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/CP-105 - Gibbons Pavement

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SEE SPECIFICATION SECTION 32 92 23 FOR DETAILS.

4. ALL DISTURBED AREAS ADJACENT TO IMPROVEMENTS SHALL BE SODDED.

TYPE, AND ALIGNMENT AT ALL CONNECTION POINTS.

3. CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE,

INFRASTRUCTURE.

TO PROVIDE SMOOTH SURFACE TRANSITION BETWEEN EXISTING AND NEW

2. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT

PEDESTRIAN SIDEWALK SECTION.

1. SEE SHEET CP-401 FOR ROADWAY TYPICAL SECTIONS AND CP-501 FOR

GENERAL SHEET NOTES

LEGEND

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KEARNY AVENUE

KEARNY AVENUE

109+00

110+00

111+00

112+00

113+00

114+00

115+00

116+00

117+00

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

S = 0.62%

L = 109.22

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

Sanitary Sewer LIne

109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00

L = 709.70 K = 1290.4

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DESIGN GRADE

100+00

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:12:21 PM 9/8/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Leavenworth, Kansas/Ft. Leavenworth Road Repairs (P2: 463072)/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/CS-102 - Kearny Plan & Profile

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KEARNY AVE

16.42' LT.

STA. 109+19.42

L 9.50'

R 6.00'

KEARNY AVE

10.36' LT.

STA. 109+13.40

KEARNY AVE

16.17' LT.

STA. 109+40.17

L 9.50'

R 6.00'

KEARNY AVE

10.09' LT.

STA. 109+46.16

KEARNY AVE

39.73' LT.

STA. 111+31.51

KEARNY AVE

15.72' LT.

STA. 111+31.51

L 9.47'

R 6.00'

KEARNY AVE

9.69' LT.

STA. 111+25.50

KEARNY AVE

39.64' LT.

STA. 111+52.87

L 31.29'

R 20.00'

KEARNY AVE

19.74' LT.

STA. 111+72.85

KEARNY AVE

26.74' LT.

STA. 116+93.20

KEARNY AVE

18.59' RT.

STA. 116+93.67

KEARNY AVE

18.47' RT.

STA. 116+37.76

L 7.88'

R 5.00'

KEARNY AVE

23.48' RT.

STA. 116+32.75

KEARNY AVE

18.17' RT.

STA. 116+13.37

L 8.15'

R 5.00'

KEARNY AVE

23.47' RT.

STA. 116+18.36

KEARNY AVE

22.91' RT.

STA. 113+88.76

KEARNY AVE

24.17' RT.

STA. 113+88.76

L 7.83'

R 5.00'

KEARNY AVE

17.94' RT.

STA. 113+93.76

L 9.49'

R 6.00'

KEARNY AVE

23.94' RT.

STA. 113+67.55

KEARNY AVE

17.88' RT.

STA. 113+61.54

CS-104

SEE SHEET

MATCH LINE

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FINAL

A U

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S T

CONTROL DEVICES FOR STREETS AND HIGHWAYS.

SHOWN IN THE NATIONAL MANUAL ON UNIFORM TRAFFIC

4. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS

CONNECTION POINTS.

GUTTER IN GRADE, SIZE, TYPE, AND ALIGNMENT AT ALL

3. CONTRACTOR SHALL MATCH EXISTING CURB AND

NEW IMPROVEMENTS.

TRANSITIONS BETWEEN EXISTING INFRASTRUCTURE AND

GRADE AND ALIGNMENT TO PROVIDE SMOOTH SURFACE

2. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN

DURING ALL PHASES OF CONSTRUCTION.

TO CONTROL DOWNSTREAM EROSION AND SILTATION

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

GENERAL SHEET NOTES

CROSSWALK (TYP.)

ADA RAMP (TYP.)

5'-0" SIDEWALK

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THOMAS AVENUE

CONSTRUCTIONLIMITS

CONSTRUCTIONLIMITS

THOMAS AVE

12.92' LT.

STA. 310+44.18

L 9.63'

R 6.00'

THOMAS AVE

19.12' LT.

STA. 310+50.18

THOMAS AVE

22.58' RT.

STA. 310+51.60

L 15.36'

R 10.00'

THOMAS AVE

12.92' RT.

STA. 310+41.60

THOMAS AVE

30.80' RT.

STA. 305+84.12

L 28.27'

R 18.00'

THOMAS AVE

12.81' RT.

STA. 306+02.16

THOMAS AVE

12.81' LT.

STA. 306+20.78

L 1.42'

R 2.00'

THOMAS AVE

13.29' LT.

STA. 306+19.47

THOMAS AVE

14.04' LT.

STA. 306+18.61

L 8.50'

R 12.00'

THOMAS AVE

12.79' LT.

STA. 305+63.31

L 1.28'

R 2.00'

THOMAS AVE

13.19' LT.

STA. 305+64.51

THOMAS AVE

14.66' LT.

STA. 305+66.47

L 7.73'

R 12.00'

THOMAS AVE

17.05' LT.

STA. 305+73.69

THOMAS AVE

30.80' RT.

STA. 305+59.70

L 28.27'

R 18.00'

THOMAS AVE

12.79' RT.

STA. 305+41.70

THOMAS AVE

16.94' LT.

STA. 306+10.81

S = -2.61%

L = 120.00

S = -2.15%

L = 262.00 L = 150.00 K = 326.1

900900

6+00 7+00 8+00 9+00 10+00 11+00

Thomas

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DESIGN GRADE

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg1:02:51 PM 9/8/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Leavenworth, Kansas/Ft. Leavenworth Road Repairs (P2: 463072)/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/CS-104 - Thomas Plan & Profile

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HORIZ. SCALE: 1" = 30'-0"

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THOMAS AVE

13.XX' LT.

STA. 412+XX.XX

L 7.73'

R 12.00'

THOMAS AVE

13.XX' LT.

STA. 412+XX.XX

THOMAS AVE

13.XX' LT.

STA. 412+XX.XX

L 1.28'

R 2.00'

THOMAS AVE

13.XX' LT.

STA. 412+XX.XX

W

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FINAL

A U

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CONTROL DEVICES FOR STREETS AND HIGHWAYS.

SHOWN IN THE NATIONAL MANUAL ON UNIFORM TRAFFIC

4. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS

CONNECTION POINTS.

GUTTER IN GRADE, SIZE, TYPE, AND ALIGNMENT AT ALL

3. CONTRACTOR SHALL MATCH EXISTING CURB AND

NEW IMPROVEMENTS.

TRANSITIONS BETWEEN EXISTING INFRASTRUCTURE AND

GRADE AND ALIGNMENT TO PROVIDE SMOOTH SURFACE

2. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN

DURING ALL PHASES OF CONSTRUCTION.

TO CONTROL DOWNSTREAM EROSION AND SILTATION

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

GENERAL SHEET NOTES

ADA RAMP (TYP.)

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GIBBONS AVENUE

404+00 405+00

406+00 407+00

408+00 409+00

410+00 411+00

412+00

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

GIBBONS AVE

13.22' LT.

STA. 412+52.10

GIBBONS AVE

13.14' RT.

STA. 403+90.00

GIBBONS AVE

13.15' RT.

STA. 410+10.06

GIBBONS AVE

20.04' RT.

STA. 410+3.07

GIBBONS AVE

30.04' RT.

STA. 410+3.07

GIBBONS AVE

13.17' LT.

STA. 410+38.75

GIBBONS AVE

13.15' LT.

STA. 409+61.22

L 10.88'

R 7.00'

GIBBONS AVE

13.15' RT.

STA. 409+63.67

GIBBONS AVE

27.52' RT.

STA. 409+77.66

GIBBONS AVE

30.04' RT.

STA. 410+77.60

L 22.36'

R 7.00'

GIBBONS AVE

13.10' LT.

STA. 410+60.96

L 35.15'

R 22.00'

GIBBONS AVE

35.69' LT.

STA. 407+38.96

GIBBONS AVE

13.13' RT.

STA. 406+83.60

GIBBONS AVE

22.86' RT.

STA. 406+73.60

GIBBONS AVE

32.00' RT.

STA. 406+73.60

L 15.44'

R 10.00'

GIBBONS AVE

13.12' RT.

STA. 406+37.30

GIBBONS AVE

23.39' RT.

STA. 406+47.29

GIBBONS AVE

31.30' RT.

STA. 406+47.29

L 15.79'

R 10.00'

GIBBONS AVE

13.02' LT.

STA. 406+38.54

GIBBONS AVE

34.36' LT.

STA. 406+38.54

GIBBONS AVE

22.74' LT.

STA. 406+48.54

L 15.44'

R 10.00'

L 15.98'

R 10.00'

GIBBONS AVE

23.35' LT.

STA. 406+72.86

GIBBONS AVE

36.42' LT.

STA. 406+72.86

GIBBONS AVE

34.52' LT.

STA. 407+10.18

L 33.97'

R 22.00'

GIBBONS AVE

35.91' LT.

STA. 407+10.18

GIBBONS AVE

13.08' LT.

STA. 406+88.88

L 15.98'

R 10.00'

GIBBONS AVE

13.08' LT.

STA. 406+82.86

GIBBONS AVE

13.07' LT.

STA. 403+90.00

GIBBONS AVE

13.17' RT.

STA. 412+52.10

GIBBONS AVE

34.40' LT.

STA. 405+81.84

S = -1.33%

L = 84.25

S = -0.97%

L = 164.32

S = -1.86%

L = 60.09

S = -0.61%

L = 50.11

S = -7.66%

L = 106.75

S = -8.10%

L = 126.07

E L E

V

.0

P

V C S

T A

.3

E L E

V

.1

P

V I S

T A

.8

E L E

V

.9

P

V T S

T A

.3

E L E

V

.8

P

V T S

T A

.4

E L E

V

.5

P

V C S

T A

.5

E L E

V

.4

P

V I S

T A

.5

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00

Gibbons Ave

410+00409+00408+00407+00406+00405+00404+00

DESIGN GRADE

L = 100.00 K = 142.9

E L E

V

.5

P

V T S

T A

.5

E L E

V

.5

P

V I S

T A

.3

E L E

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.8

P

V T S

T A

.3

E L E

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.7

P

V T S

T A

.5

E L E

V

.0

P

V I S

T A

.5

E L E

V

.6

P

V C S

T A

.5

411+00 412+00

E L E

V

.3

P

V C S

T A

.3

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg11:53:44 AM 9/8/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Leavenworth, Kansas/Ft. Leavenworth Road Repairs (P2: 463072)/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/CS-105 - Gibbons Plan & Profile

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D1 SCALE: 1" = 30' 30' 60'0

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PROFILE

0 301030 60

VERT. SCALE: 1" = 10'-0"

HORIZ. SCALE: 1" = 30'-0"

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FINAL

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CONTROL DEVICES FOR STREETS AND HIGHWAYS.

SHOWN IN THE NATIONAL MANUAL ON UNIFORM TRAFFIC

4. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS

CONNECTION POINTS.

GUTTER IN GRADE, SIZE, TYPE, AND ALIGNMENT AT ALL

3. CONTRACTOR SHALL MATCH EXISTING CURB AND

NEW IMPROVEMENTS.

TRANSITIONS BETWEEN EXISTING INFRASTRUCTURE AND

GRADE AND ALIGNMENT TO PROVIDE SMOOTH SURFACE

2. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN

DURING ALL PHASES OF CONSTRUCTION.

TO CONTROL DOWNSTREAM EROSION AND SILTATION

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

GENERAL SHEET NOTES

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