666-17-104_15_Erosion_Part1.pdf

PDF 18 MB Posted Feb 14, 2023

Attached to: Z2DA-- Resurface Road and Parking Phase 3 - 666-22-123
Solicitation number: 36C25923R0039
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity with the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19. The solicitation number is 36C25923R0039 for resurfacing roads and parking areas at a VA facility under project number 666-22-123. The opportunity type is a solicitation to provide road and parking lot resurfacing services. No other details are provided in the brief description, though the related file number suggests the solicitation may include additional scope or requirements details. The agency and location indicate this opportunity is specific to a facility within VISN 19.

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Other files

File	Type	Posted
Amendment 0008 - 36C25923R0039.docx	DOCX document	Mar 31, 2023
Amendment 8 - Site Improvement Plan-AsBuilt-CS131 Site Improvement Plan D.pdf	PDF	Mar 31, 2023
Amendment 0007 - 36C25923R0039.docx	DOCX document	Mar 30, 2023
Amendment 0006 - 36C25923R0039.docx	DOCX document	Mar 15, 2023
Amendment 0005 - 36C25923R0039.docx	DOCX document	Mar 10, 2023
Amendment 0005 - 36C25923R0039 - CS215.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part6.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS214.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039.docx	DOCX document	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 131 thru 139.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part2.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS216.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part1.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part5.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS217.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS213.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS212.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS211.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part3.pdf	PDF	Mar 9, 2023
Amendment 0004 - 36C25923R0039.docx	DOCX document	Feb 23, 2023
Amendment 0003 - 36C25923R0039.docx	DOCX document	Feb 21, 2023
Amendment 0002 - 666-17-104_01_Title-Notes.pdf	PDF	Feb 17, 2023
Amendment 0001 - 36C25923R0039.docx	DOCX document	Feb 17, 2023
Amendment 0002 - 666-17-104_02_Phasing.pdf	PDF	Feb 17, 2023
Amendment 0002 - 36C25923R0039.docx	DOCX document	Feb 17, 2023
Amendment 0001 - 36C25923R0039.docx	DOCX document	Feb 15, 2023
36C25923R0039_1.docx	DOCX document	Feb 14, 2023
666-17-104_03_Existing_Part1.pdf	PDF	Feb 14, 2023
666-17-104_04_Site_Part2.pdf	PDF	Feb 14, 2023
666-17-104_17_Details.pdf	PDF	Feb 14, 2023
666-17-104_07_Spotgrades_Part1.pdf	PDF	Feb 14, 2023
666-17-104_07_Spotgrades_Part2.pdf	PDF	Feb 14, 2023
666-17-104_06_Grading_Part1.pdf	PDF	Feb 14, 2023
666-17-104_03_Existing_Part2.pdf	PDF	Feb 14, 2023
12-13-22 - NEW - Calculation Worksheet for Self-Performed and Subcontracted Work.docx	DOCX document	Feb 14, 2023
666-17-104_14_Lighting.pdf	PDF	Feb 14, 2023
666-17-104_15_Erosion_Part2.pdf	PDF	Feb 14, 2023
666-17-104_10_Profiles.pdf	PDF	Feb 14, 2023
Wage Determination.pdf	PDF	Feb 14, 2023
666-17-104_06_Grading_Part2.pdf	PDF	Feb 14, 2023
666-17-104_03_Existing_Part3.pdf	PDF	Feb 14, 2023
666-17-104_04_Site_Part1.pdf	PDF	Feb 14, 2023
P11_6B 666-17-104 Final Specifications.pdf	PDF	Feb 14, 2023

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C E

C P

E C

D D

FORT RD (T-337)

FREEDOM LANE

COAST GUARD LN.

ARMY LN.

L N.

NAVY LN.

71N

3 64

QUARTERS RD.

FORT RD (T-337)

QUARTERS RD.

AIR FORCE LN.

COAST GUARD LANE

PARKING LOT 10

PARKING LOT 7

PARKING LOT 6

PARKING LOT 15

PARKING LOT 1

PARKING LOT 22

PARKING

LOT 16

PARKING LOT 12

PARKING

LOT 13

PARKING

LOT 20

RQP

ONM

LKJ

HGF

DCB

O N

I N

C H

I R

E E

O N

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N E

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W O

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D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

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I F

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

SCALE: 1"=250'

500'250'0'

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE

EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN (ENS) PREPARED

FOR THE PROJECT AS WELL AS BE RESPONSIBLE FOR THE STORM WATER

POLLUTION PREVENTION PLAN(SWPPP) PERMIT.

2. EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE TO BE

CONSIDERED AS A BASELINE DESIGN. THE CONTRACTOR WILL BE REQUIRED

TO OBTAIN A LARGE CONSTRUCTION PERMIT THROUGH WYOMING DEQ. AS

PART OF THE PERMIT REQUIREMENTS, ADDITIONAL EROSION CONTROL

MEASURES BEYOND WHAT IS SHOWN ON THIS PLAN MAY BE REQUIRED. THE

CONTRACTOR WILL BE REQUIRED TO INSTALL ALL EROSION CONTROL

MEASURES AS PART OF THE LARGE CONSTRUCTION PERMIT.

3. CONTRACTOR TO PROVIDE APPROPRIATE EROSION CONTROL MEASURES

WITHIN AND DOWNSLOPE OF DISTURBED AREAS. CONTRACTOR TO ADJUST

LIMIT OF DISTURBANCE AS NECESSARY TO COMPLETE DEMOLITION, INSTALL

PROPOSED FEATURES, AND ACCOMMODATE VA REQUESTS.

4. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL

NOTIFY THE OWNER AND SHALL INSTALL EROSION CONTROL MEASURES, AS

REQUIRED BY WYOMING DEQ.

5. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL

MEASURES DAILY, REMOVE SEDIMENT ON A WEEKLY BASIS AND WITHIN

TWELVE HOURS AFTER EACH STORM EVENT, AND DISPOSE OF SEDIMENT IN

AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE

STRUCTURES AND PROTECTED AREAS.

6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL

CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT

REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS

CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

7. THE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH

THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM TIME BEFORE THEY

ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

8. THE CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES TO PREVENT

DEBRIS AND/OR SEDIMENT FROM ENTERING DRAINAGE CATCH BASINS AND

PIPES. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OR

PERMANENT GROUND COVER, THE CONTRACTOR SHALL REMOVE AND

DISPOSE OF EROSION CONTROL MEASURES AND REMOVE ANY DEBRIS

AND/OR SEDIMENT FROM ALL DRAINAGE INFRASTRUCTURE.

9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTROL DUST AND

TAKE ALL NECESSARY MEASURES TO ENSURE ALL ROADS ARE MAINTAINED

IN A DUST FREE CONDITION AT ALL TIMES THROUGHOUT THE DURATION OF

THE PROJECT. REPETITIVE TREATMENTS SHOULD BE APPLIED AS

NECESSARY.

10. PERMANENT VEGETATIVE COVER SHALL BE INSTALLED TO ALL DISTURBED

AREAS THAT HAVE REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT

NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY

IN ANY GIVEN AREA HAS PERMANENTLY CEASED. SEEDING DATES: NOT

RECOMMENDED BETWEEN MAY 15TH & OCTOBER 10TH.

11. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO ANY DISTURBED

AREAS (INCLUDING SOIL STOCKPILE AREAS) THAT HAVE NOT YET REACHED

FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN

(14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS

TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME WITHIN

TWENTY-ONE (21) DAYS. SEEDING DATES: NOT RECOMMENDED BETWEEN

MAY 15TH & OCTOBER 10TH .

12. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED

SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING IN ADDITION TO

AREAS WHICH CANNOT BE SEEDED WITHIN THE RECOMMENDED SEEDING

DATES AND ANY SOIL STOCKPILE AREAS. TEMPORARY MULCHING SHOULD

BE PERFORMED AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN

(14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS

TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO RESUME WITHIN

TWENTY-ONE (21) DAYS. VEGETATIVE MULCH MATERIAL SHALL BE CLEAN

WHEAT STRAW, RYE STRAW, BARLEY STRAW, OR OAT STRAW, IN THAT

ORDER OF PREFERENCE. CHOPPED GROUND MATERIAL THAT IS MUSTY,

MOLDY, ROTTED, OR CONTAINS SEED-BEARING STALKS OF NOXIOUS WEEDS

OR GRASSES IS NOT ACCEPTABLE. THE MULCH SHALL BE FREE OF STONES,

DIRT, ROOTS, STUMPS, OR OTHER FOREIGN MATERIAL. MULCH SHALL BE

APPLIED AT A RATE OF TWO TONS PER ACRE. MULCH SHALL BE CERTIFIED

WEED FREE PURSUANT TO W.S. 11-5-102(a)(viii)(x)(xi); W.S. 11-5-302(a)(viii); OR

REGULATIONS, OR FEDERAL LAW (P.L. 93-629). THE CROP SHALL BE

INSPECTED AND CERTIFIED BY PROPER, AUTHORIZED OFFICIALS IN THE

STATE OF ORIGIN.

13. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER

RAIN EVENTS, TO CHECK FOR EROSION. WHERE EROSION IS OBSERVED,

ADDITIONAL MULCH MUST BE APPLIED. IF NETTING IS USED, THE NET

SHOULD BE INSPECTED AFTER RAIN EVENTS FOR DISLOCATION OR FAILURE.

IF WASHOUTS OR BREAKAGE OCCUR, THE NET MUST BE REINSTALLED AS

NECESSARY AFTER REPAIRING DAMAGE TO SLOPE. INSPECTIONS SHOULD

TAKE PLACE UNTIL VEGETATIVE COVER IS FIRMLY ESTABLISHED.

VEGETATION IS CONSIDERED TO BE FIRMLY ESTABLISHED AT A MINIMUM

HEIGHT OF THREE (3) INCHES. ANY EXISTING OR PROPOSED CATCH BASINS

THAT MAY BE SUBJECT TO SEDIMENTATION PROCESSES SHALL HAVE SILT

SACKS INSTALLED TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED

STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE

DISTURBED SITE. THE PROPER INLET PROTECTION DEVICES SHALL BE

INSTALLED WHERE STORMWATER CATCH BASINS ARE TO BE MADE

OPERATIONAL BEFORE PERMANENT STABILIZATION OF ANY DISTURBED

DRAINAGE AREA.

14. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSELY AS

POSSIBLE. AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESODDED,

RESEEDED, OR OTHERWISE RESTORED TO THEIR ORIGINAL STATE. TREES

AND OTHER EXISTING VEGETATION SHALL BE RETAINED WHEREVER

FEASIBLE.

15. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM

EXISTING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS

AND CORRECTIVE ACTION IF NECESSARY.

16. ALL EXISTING AND PROPOSED CATCH BASINS SHALL RECEIVE INLET

PROTECTION. AN APPROPRIATE INLET PROTECTION OPTION SHALL BE

SELECTED BASED ON LOCATION AND TRIBUTARY AREA.

17. PERIMETER CONTROL SHALL BE INSTALLED DOWNSLOPE OF ALL

DISTURBANCE. AN APPROPRIATE OPTION FOR PERIMETER CONTROL SHALL

BE SELECTED BASED ON LOCATION AND UPSLOPE DISTURBANCE. COMPOST

FILTER SOCK AND SILT FENCE ARE VIABLE OPTIONS FOR PERIMETER

CONTROL.

18. ALL DISTURBED SLOPES OF 3:1 OR STEEPER SHALL RECEIVE EROSION

CONTROL MATTING AND BE IMMEDIATELY STABILIZED.

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AutoCAD SHX Text Revisions:

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AutoCAD SHX Text Christopher W. Geary

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PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

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AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

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AutoCAD SHX Text Drawn

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Overall Erosion & Sedimentation Plan

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS256

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

BLDG

GARAGE

GAR

BLDG

FREEDOM LANE

QUARTERS RD.

R D.

FREEDOM LANE

DS S

S D

ENDWALL #16

INV: 3916.00DMH 12

RIM: 3927.33

INV IN: 3921.33

INV OUT: 3920.23

DMH 13

TG: 3922.81

INV IN: 3921.16

INV OUT: 3921.16

DMH 14

TG: 3921.58

INV IN(S): 3920.03

INV IN(W): 3919.98

INV OUT: 3919.98

INLET 4

TG:3918.33

INV IN(W): 3916.43

INV IN: 3916.38

INV OUT: 3916.19

INLET 5

TG: 3917.16

INV IN(W): 3914.86

INV IN: 3914.56

INV OUT: 3914.46

INLET 6

TG: 3912.98

INV IN(W): 3910.78

INV IN: 3910.78

INV OUT: 3910.58

INLET 8

TG: 3910.23

INV IN(W): 3907.73

INV IN: 3907.63

INV OUT: 3907.63 INLET 9

TG: 3906.14

INV IN(W): 3903.69

INV IN: 3903.74

INV OUT: 3903.64

DMH 12A

RIM: 3927.20

INLET 2B

TG: 3927.28

INLET 60

TG: 3926.43

INV OUT: 3925.33

3924 3923

3922 39

23 392

17 39

23 39

IP1

IP2

IP2 IP2

IP2

IP2392

TYPE A INLET-7

TG:3921.12

INV. OUT:3917.71

SUMP:3916.71

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'A'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS257

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PE# 17277

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

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AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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SEE SHEET CS261 CS261

SEE SHEET CS258 CS258

COAST GUARD LANE

FREEDOM LANE

C E

BLDG

71N

BLDG

FREEDOM LANE

QUARTERS RD.

DMH 16

RIM: 3889.26

INV IN: 3874.76

INV OUT: 3874.76

DMH 17

RIM: 3887.20

INV IN: 3874.20

INV OUT: 3874.20

ENDWALL #18

INV: 3873.10

DMH 20

RIM: 3879.54

INV IN: 3873.64

INV OUT: 3873.64

DMH 19

RIM: 3881.69

INV IN: 3875.04

INV IN: 3873.69

INV OUT: 3873.69

INLET 16

RIM: 3883.49

INV OUT: 3880.59

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 14

TG: 3883.76

INV OUT: 3878.51

8" DRAIN

12" CMP

INV: 3883.47

S D

INLET 15

DDMH 18

CAP PIN

ELEV. 3882.19

BENCHMARK #6

39003905

3903 3902

3900 3899

3898 3897

3895 3894 3893

3892 38 91 38

89 3888

86 38

84 38

79 38

IP2

TYPE A INLET 12A

TG:3886.59

INV. IN:3881.37(SW-12")

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'B'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS258

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS262 CS262

AutoCAD SHX Text

SEE SHEET CS259 CS259

AutoCAD SHX Text

SEE SHEET CS262 CS262

SEE SHEET CS257 CS257

COAST GUARD LANE

C E

C P

BLDG

71N

S D

INLET 50B

TG: 3862.37

INV OUT: 3860.07

(FILLED WITH WATER)

DMH 29

RIM:3863.16

INV IN(W):3859.86

INV IN(S):3859.46

INV OUT:3859.31

ENDWALL #19

INV: 3866.30

ENDWALL #18

INV: 3873.10

DMH 20

RIM: 3879.54

INV IN: 3873.64

INV OUT: 3873.64

INLET 17

RIM: 3881.36

INV OUT: 3878.26

DMH 21

RIM: 3881.01

INV IN: 3876.81

INV OUT: 3876.81

INLET 16

RIM: 3883.49

INV OUT: 3880.59

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 23

DMH 28

RIM: 3871.10

INV IN: 3867.10

INV OUT: 3867.10

INLET 28

RIM: 3873.37

INV OUT: 3870.37

S D

INLET 15

BENCHMARK #1

SPIKE

ELEV. 3858.28

38533854

59 3859

3877387838793882

79 38

IP2

IP1

IP2

TYPE A INLET-25

TG:3876.72

INV. OUT:3874.01

SUMP:3873.01

TYPE A INLET-27

TG:3875.31

INV. OUT:3872.31

SUMP:3871.31

TYPE A INLET-29

TG:3871.15

INV. OUT:3868.69

SUMP:3867.69

TYPE A INLET-50

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.92

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'C'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS259

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS263 CS263

AutoCAD SHX Text

SEE SHEET CS260 CS260

AutoCAD SHX Text

SEE SHEET CS263 CS263

BLDG

INLET 50B

TG: 3862.37

INV OUT: 3860.07

ENDWALL #21

INV: 3849.69

INLET 50A

TG: 3862.25

INV OUT: 3859.65INLET 50C

TG: 3862.45

(FILLED WITH WATER)

COAST GUARD LANE

SSWR

MH-3

RIM:3895.27

38583859

38613862

38553856

38523852

38533852

38533854

3850 3849

IP1

38593860

TYPE A INLET-50

TG:3862.46

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.92

PHASE 3

PHASE 2

PHASE 3

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'D'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS260

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS264 CS264

SEE SHEET CS259 CS259

BLDG

GAR

BLDG

QUARTERS RD.

FREEDOM LANE

S D

ENDWALL #13

INV: 3919.73

ENDWALL #14

INV: 3912.83

ENDWALL #14A

INV: 3921.39

ENDWALL #15

INV: 3914.49

ENDWALL #16

INV: 3916.00

DMH 10

RIM: 3927.63

INV IN:3921.88

INV OUT: 3920.63

DMH 11

CONC. LID: 3922.99

DMH 12

RIM: 3927.33

INV IN: 3921.33

INV OUT: 3920.23

INLET 2A

TG: 3928.79

INV OUT:3927.87

CAP PIN

ELEV. 3932.72

D ct10

11143 3928.84 ct10

11332 3928.40

BENCHMARK #4

3925 3924

IP1

TYPE A INLET - 3B

TG:3926.16

INV. OUT:3923.26

SUMP:3923.26

TYPE A INLET-3

TG:3925.47

INV. OUT:3921.63

SUMP:3920.63

TYPE A INLET-3A

TG:3925.47

INV. IN:3921.05(W-12")

INV. OUT:3921.05

SUMP:3920.05

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'E'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS261

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS265 CS265

AutoCAD SHX Text

SEE SHEET CS262 CS262

AutoCAD SHX Text

SEE SHEET CS262 CS262

SEE SHEET CS257 CS257

BLDG

71N

FREEDOM LANE

MARINE CORPS LANE

X X

DMH 15

RIM: 3887.20

INV IN: 3883.80

INV IN: 3875.30

INV OUT: 3875.30

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 14

TG: 3883.76

INV OUT: 3878.51

INLET 11

TOP OF BOX: 3885.18

INV. 4" OPENING: 3885.13

INV IN: 3883.30

INV OUT: 3883.00 DMH 22

RIM: 3887.02

INV IN(SE):3881.18

INV IN: 3881.18

INV OUT: 3881.18

DMH 9

RIM: 3891.70(PLANS)

INV IN: -15.25'

INV OUT: -15.40'

INLET 21INLET 21A

DMH 23A

INLET 20

INLET 19

INLET 18

BENCHMARK #2

DISK IN CONC.

ELEV. 3896.78

ct30

16724 3891.92

INDEPENDENCE LANE

04 3903

3901 3899

IP1

TYPE A INLET-12C

TG:3886.71

INV. OUT:3883.24

SUMP:3882.24

TYPE A INLET - 12

TG:3886.60

INV. IN:3882.03(W-12")

INV. OUT:3882.03

SUMP:3881.03

TYPE A INLET - 35

TG:3892.13

INV. IN:3885.59(S-8")

INV. OUT:3885.59

SUMP:3884.59

TYPE A INLET - 36

TG:3892.11

INV. IN:3884.99(SE-12")

INV. IN:3888.74(NE-12")

INV. OUT:3884.99

SUMP:3883.99

TYPE A INLET - 12D

TG:3886.59

INV. IN:3881.83(NW-12")

INV. OUT:3881.83

SUMP:3880.83

TYPE A INLET 12A

TG:3886.59

INV. IN:3881.37(SW-12")

INV. OUT:3881.37

SUMP:3880.37

TYPE A INLET 35A

TG:3891.93

INV. OUT:3888.93

SUMP:3887.93

PHASE 1

PHASE 3

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'F'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS262

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS266 CS266

AutoCAD SHX Text

SEE SHEET CS263 CS263

AutoCAD SHX Text

SEE SHEET CS266 CS266

AutoCAD SHX Text

SEE SHEET CS263 CS263

AutoCAD SHX Text

SEE SHEET CS261 CS261

AutoCAD SHX Text

SEE SHEET CS261 CS261

AutoCAD SHX Text

SEE SHEET CS258 CS258

COAST GUARD LANE

C P

BLDG

71N

E C

BLDG

X X

S D

DMH 30

RIM: 3870.09

INV IN: 3863.09

INV OUT: 3862.99

INLET 50B

TG: 3862.37

INV OUT: 3860.07

(FILLED WITH WATER)

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 23

RIM: 3879.92

INV OUT: 3877.02

DMH 25

RIM: 3881.19

INV IN: 3871.94

INV OUT: 3871.94

DMH 24

RIM: 3883.00

INV IN: 3873.45

INV OUT: 3873.45

DMH 28

RIM: 3871.10

INV IN: 3867.10

INV OUT: 3867.10

DMH 27

RIM: 3875.73

INV IN: 3872.78

INV OUT: 3872.78

INLET 28

RIM: 3873.37

INV OUT: 3870.37

MH 26

RIM: 3876.79

D S

INLET 21INLET 21A

DMH 23A

INLET 20

INLET 19

INLET 18

D ct30

16724 3891.92

SSWR

MH-18

RIM:3875.36

INDEPENDENCE LANE

BLDG

3885 3884

763881

3879 38

IP2

IP1

IP2

38633864

TYPE A INLET-12C

TG:3886.71

INV. OUT:3883.24

SUMP:3882.24

TYPE A INLET-22

TG:3883.23

INV. IN:3878.63(E-12")

INV. OUT:3878.63

SUMP:3877.63

TYPE A INLET-25

TG:3876.72

INV. OUT:3874.01

SUMP:3873.01

TYPE A INLET-26

TG:3876.74

INV. OUT:3874.23

SUMP:3873.23

TYPE A INLET-29

TG:3871.15

INV. OUT:3868.69

SUMP:3867.69

TYPE A INLET-50

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.92

TYPE A INLET-22A

TG:3883.71

INV. OUT:3879.11

SUMP:3878.11

PHASE 1

PHASE 3

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'G'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS263

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS267 CS267

AutoCAD SHX Text

SEE SHEET CS264 CS264

AutoCAD SHX Text

SEE SHEET CS267 CS267

AutoCAD SHX Text

SEE SHEET CS264 CS264

AutoCAD SHX Text

SEE SHEET CS262 CS262

AutoCAD SHX Text

SEE SHEET CS262 CS262

AutoCAD SHX Text

SEE SHEET CS259 CS259

BLDG

DMH 30

RIM: 3870.09

INV IN: 3863.09

INV OUT: 3862.99

DMH 31

RIM: 3865.43

INV IN: 3861.68

INV OUT: 3861.63

INLET 50B

TG: 3862.37

INV OUT: 3860.07

(FILLED WITH WATER)

COAST GUARD LANE

SSWR

MH-41

RIM:3863.25

58 38

56 38

55 38 54 38

52 38

IP1

38593860

TYPE A INLET-46

TG:3867.47

INV. IN:3862.36(W-12")

INV. OUT:3862.36

SUMP:3861.36

TYPE A INLET-45

TG:3867.50

INV. IN:3862.59(W-12")

TYPE A INLET-50

TG:3862.46

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.92

PHASE 3

PHASE 2

PHASE 3

PHASE 2

PHASE 3

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

RQP

ONM

LKJ

HGF

DCB

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

EROSION & SEDIMENT CONTROL MEASURES LEGEND

APPROXIMATE LIMIT OF

DISTURBANCE

INLET PROTECTION

FILTER BAG

EXISTING FEATURES IN RED ARE TO BE REMOVED

STAGING AREA SA

EROSION CONTROL

MATTING

EXCELSIOR LOG INLET TRAP

(OR APPROVED EQUAL)

IP1

IP2

SILT FENCE

OUTLET PROTECTION OP

NOTE:

DISTURBANCE OUTSIDE OF ROADWAYS SHALL BE LIMITED TO

TREE PLANTING, UTILITY INSTALLATION/MODIFICATION AND

GRADING, AS NECESSARY.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Erosion & Sedimentation Plan 'H'

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS264

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text…

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File details come from the government source that posted it. Updated Feb 14, 2023.