Att_02_VICK_209256_-_PROJECT_DRAWINGS_-_JUNE_2019_(2).pdf

PDF 8 MB Posted Jul 5, 2019

Attached to: Construction Services: VICK 209256 Stabilize Railroad Redoubt Earthworks, Vicksburg National Military Park, Vicksburg, MS
Solicitation number: 140P2019R0063
Issued by: Department of the Interior National Park Service National Office

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Attachment 2 Project Drawings

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Bret Nickels

SHEET INDEX

SHEET

NUMBER

SUBSHEET

NUMBER

SHEET

NAME

1 COVER SHEET

2 C1 GENERAL NOTES

3 C2 PROJECT LOCATION & CONSTRUCTION ACCESS

4 C3 EXISTING CONDITIONS PLAN

5 C4 ACCESS, STAGING AND EROSION CONTROL PLAN

6 C5 EROSION CONTROL DETAILS

7 C6 PLAN

8 C7 PROFILE

9 C8 CROSS SECTION 1 & 2

10 C9 CROSS SECTION 3 & 4

11 C10 CROSS SECTION 5 & 6

12 C11 CROSS SECTION 7 & END TREATMENT DETAIL

13 C12 WALL DETAILS

14 C13 CHAIN LINK FENCE DETAILS

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USS CAIRO

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MUSEUM

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NATIONAL

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CEMETERY

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BUS

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ILLINOIS

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CENT

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RAL

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GULF

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RAILROAD

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FORT

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GARROTT

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SHIRLEY

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HOUSE

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OPENWOOD

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STREET

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STREET

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MAIN

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EAST

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CLAY STREET

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GROVE STREET

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MISSION

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ROAD

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SKY

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FARM

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AVENUE

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JACKSON

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ROAD

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WASHINGTON STREET

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DRIVE

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FORT

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HILL

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MISSISSIPPI

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LOUISIANA

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DOWNTOWN

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VICKSBURG

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UNION

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AVENUE

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GRANT

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UNION

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AVENUE

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CONFE

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ATE

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AVENUE

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HEBREW

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CEMETERY

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CHE

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RRY

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STREET

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BALDWIN FERRY

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ROAD

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HQ.

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MEMORIAL

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ARCH

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TO MISSISSIPPI

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RIVER BRIDGE

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JACKSON,

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MISSISSIPPI

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LELAND,

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MISSISSIPPI

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YAZOO CANAL

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(OLD MISSISSIPPI RIVER)

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THIS PROJECT

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VICKSBURG

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JACKSON

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GREENVILLE

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MONROE

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HATTIESBURG

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NATCHEZ

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BROOKHAVEN

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CRYSTAL

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SPRINGS

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YAZOO

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CITY

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GREENWOOD

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WINONA

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MONTICELLO

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CROSSETT

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LAKE

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PROVIDENCE

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ARKANSAS

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LOUISIANA

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LELAND

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VICKSBURG

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NATIONAL

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MILITARY

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PARK

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MISSISSIPPI

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LOUISIANA

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MISSISSIPPI

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RIVER

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ALEXANDRIA

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SCALE OF MILES

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MONUMENTS

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INFORMATION CENTER

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PICNIC AREA

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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HQ.

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STATE LINE

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CREEK OR RIVER

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

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SCALE OF METERS

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SCALE OF FEET

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VICKSBURG NATIONAL

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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TEXAS STATE MEMORIAL

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VICK

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WARREN

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MISSISSIPPI

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PKG.

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NO.

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SHEET

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DRAWING NO.

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VICKSBURG NATIONAL MILITARY PARK

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SOUTHEAST

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SOUTHWESTERN

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MISSISSIPPI

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PARK MINI FOLDER 1994; REVISED & REDRAWN 7/95. UPDATED 11/98. SGS.

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FINAL CONSTRUCTION DOCUMENTS

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QUALITY DESIGN CERTIFICATION

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REVISION

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MILITARY PARK

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STABILIZE RAILROAD REDOUBT EARTHWORKS

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PMIS: 209256 209256

FINAL CONSTRUCTION DOCUMENTS

C 1-

N O

T E

S .D

W G

A. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE

PLANS, DETAIL DRAWINGS, AND CONSTRUCTION SPECIFICATIONS.

B. CONTRACTOR IS TO MEET THE REQUIREMENTS OF ALL CODES, RULES, AND REGULATIONS GOVERNING THIS PROJECT AS SET BY FEDERAL, STATE, AND LOCAL CODES, BUILDING DEPARTMENT AGENCIES, NATIONAL PARK SERVICE (NPS) AND KANSAS CITY SOUTHERN RAILROAD (KCS).

C. SOIL DESIGN PARAMETERS:

THE ABOVE SOIL PARAMETERS WERE OBTAINED FROM THE GEOTECHNICAL ENGINEERING REPORT

PERFORMED BY TERRACON CONSULTANTS, INC. DATED APRIL 7, 2017 AND SHOULD BE USED AS A GUIDANCE ONLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE USE OF THE SOIL PARAMETERS IN THEIR DESIGN OF THE SOLDIER PILE WALL AND FOR CONSTRUCTION ACTIVITIES. IF NEEDED, THE CONTRACTOR SHALL OBTAIN ADDITIONAL SOILS TESTING AND EVALUATION INFORMATION

AS NECESSARY TO FULLY EXECUTE AND CONSTRUCT THE PROJECT.

D. CLEARING, CONSTRUCTION LIMITS, AND ACCESS ROAD AND LAYOUT AREA

1. ACQUIRE THE NECESSARY ENTRANCE PERMITS FROM THE CITY/MISSISSIPPI DEPARTMENT OF

TRANSPORTATION AND THE KANSAS CITY SOUTHERN RAILROAD.

2. CONTRACTOR PERSONNEL/EQUIPMENT ACCESS SHALL BE FROM MELBORN PLACE.

3. MAINTAIN ACCESS FOR NATIONAL PARK SERVICE (NPS) VEHICLES AT ALL TIMES. PROVIDE A

MINIMUM 2-WEEK ADVANCE NOTICE FOR ANY PARK ROAD CLOSURE REQUIREMENTS.

4. A QUALIFIED ROADWAY WORKER IN CHARGE (RWIC = FLAGMAN) MUST BE PRESENT AT SITE DURING

CONSTRUCTION ACTIVITIES. RETAINING A QUALIFIED RWIC IS THE RESPONSIBILITY OF THE

CONTRACTOR; A FORM B WILL BE REQUIRED FOR ALL WORK IN THE VICINITY OF THE RAILROAD, EVEN WHEN THE WORK IS ON NPS PROPERTY, AS THIS WORK HAS THE POTENTIAL FOR FOULING THE MAINLINE. PERSONS WORKING WITHIN THE KCS RIGHT-OF-WAY WILL BE REQUIRED TO HAVE

E-RAIL SAFE BADGES AND KCS SAFETY TRAINING. CONTRACTOR WILL ALSO NEED THE KCS

RIGHT-OF-ENTRY PERMIT. CONTRACTOR SHALL CONTACT MARK NOLTE AT 816.983.1270 REGARDING

THE PERMIT REQUIREMENTS.

5. REMOVE STANDARD TRAFFIC DIRECTIONAL (GUIDE) SIGNS/CONTROLS OR FURNISH AND INSTALL

NEW SIGNS/CONTROLS AS DIRECTED BY CONTRACTING OFFICER FOR SMOOTH RUNNING OF THE

TRAFFIC ON MELBORN PLACE AND CONFEDERATE AVENUE DURING THE CONSTRUCTION PERIOD.

6. PROVIDE APPLICABLE BARRICADE/SIGNAGE FOR STAGING AREA SECURITY. KEEP MATERIALS, EQUIPMENT, ETC., ON HARD SURFACES OR MATTING OF THE DESIGNATED STAGING AREA AND

WITHIN THE RECOMMENDED LIMITS OF CONSTRUCTION FOR THIS PROJECT. ADDITIONAL

STORAGE/STAGING AREAS, IF NEEDED, ARE SUBJECT TO THE CONTRACTING OFFICER APPROVAL.

7. FIELD LOCATE ALL EXISTING UTILITIES AND SURVEY CONTROL.

8. PRIOR TO ANY LAND DISTURBING ACTIVITIES, DELINEATE IN THE FIELD THE BOUNDARY OF THE

CLEARING LIMITS, STAGING AREA, CONSTRUCTION ACCESS ROAD, AND CONSTRUCTION LIMITS

SHOWN ON THIS PLAN. DURING THE CONSTRUCTION PERIOD, NO ACTIVITIES ARE PERMITTED TO

OCCUR BEYOND THE CONSTRUCTION LIMITS.

9. CLEAR AND GRUB THE TREES AND SHRUBS WITHIN THE LIMITS OF CONSTRUCTION AND LEGALLY

DISPOSE OF THE MATERIAL OUTSIDE THE PARK. PROMPTLY AND LEGALLY DISPOSE OF ALL

MATERIALS (SOILS, ROCKS, ETC.) RESULTING FROM CONSTRUCTION FROM THE SITE. DO NOT PILE

UP MATERIALS OUTSIDE THE WORK AREA.

10. CLEARLY MARK AND STAKE WETLANDS AND ESTABLISH LIMITS IN THE FIELD WITH HIGHLY VISIBLE

SIGNS AND FLAGGING.

11. LOCATE ALL WORK AREAS OUTSIDE OF WETLAND BOUNDARIES (SEE NOTES 2 AND 3 SHEET C2).

12. ALL BASE EROSION AND SEDIMENT CONTROL MEASURES ALONG THE STAGING AREA, AND ALONG THE PERIMETER OF THE CONSTRUCTION AREA MUST BE IN-PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. IMPLEMENT

BEST MANAGEMENT PRACTICES CONSISTENT WITH THE "FIELD MANUAL FOR EROSION AND

SEDIMENT CONTROL".

13. SEDIMENT BARRIERS APPROVED FOR USE SHALL INCLUDE TEMPORARY SILT FENCE AND

TEMPORARY EROSION CHECKS USING HAY OR STRAW BALES OR OTHER APPROVED MATERIALS

CONSTRUCTED AS PER THE CONSTRUCTION DRAWINGS AND SPECIFICATION FOR EROSION AND

SEDIMENTATION CONTROLS.

14. INSTALL THE CONSTRUCTION ENTRANCE AT THE BEGINNING OF CONSTRUCTION ACTIVITIES AND

MAINTAIN THROUGH DURATION OF CONSTRUCTION.

15. ESTABLISH A LAYDOWN AND STAGING AREA IN A LOCATION SHOWN ON THE PLANS.

16. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING

SUBSTANTIAL CONSTRUCTION ACTIVITIES.

17. PRESERVE EXISTING VEGETATION WHEN PRACTICAL. RE-VEGETATE OPEN AREAS WHEN

PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION, PER SPECIFICATIONS.

D. CONSTRUCTION NOTES

1. STRIP OFF ALL ORGANIC MATTER, VEGETATION, SLIDE DEBRIS, AND OTHER UNSUITABLE MATERIALS

AND RE-GRADE THE SLOPE AS PER THE DRAWINGS AND SPECIFICATIONS FOR EARTHWORK.

2. CONSTRUCT THE PERMANENT SOLDIER PILE WALL IN ACCORDANCE WITH CONSTRUCTION

DRAWINGS AND SPECIFICATIONS.

3. LOCATE AND ALIGN WALL AS PER THE CONSTRUCTION DRAWINGS.

4. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS.

ENSURE THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR.

5. REMOVE SEDIMENT FROM BEHIND SILT FENCE OR STRAW OR HAY BALE BARRIER WHEN IT

ACCUMULATES TO APPROXIMATELY ½ THE HEIGHT OF THE FENCE/BARRIER.

6. REMEDIATE SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE WITHIN 24 HOURS.

INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A

RECURRENCE OF THE DISCHARGE WITHIN 24 HOURS.

7. DO NOT INTENTIONALLY WASH SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS. USE

VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP TO CLEAN UP RELEASED SEDIMENTS.

8. PROVIDE PERMANENT VEGETATION OR OTHER COVERS ON ALL EXPOSED AREAS AS PER THE

CONSTRUCTION DRAWINGS AND SPECIFICATION FOR SEEDING. DO NOT REMOVE TEMPORARY

EROSION AND SEDIMENT CONTROL MEASURES UNTIL PERMANENT VEGETATION OR OTHER COVER

OF EXPOSED AREAS IS ESTABLISHED.

9. PROPERLY DISPOSE OF CONSTRUCTION MATERIAL AND WASTE, INCLUDING SEDIMENTS RETAINED

BY TEMPORARY EROSION AND SEDIMENT MEASURES.

10. CONTROL WATER DURING STORM EVENTS AS NEEDED DURING CONSTRUCTION.

11. MAINTAIN ALL ACCESS ROADS UTILIZED BY THE CONTRACTOR IN THEIR ORIGINAL CONDITION OR BETTER. REHABILITATE/REPAIR IMPACTS TO EXISTING ACCESS ROAD AT NO ADDITIONAL TIME OR

COST TO THE GOVERNMENT.

12. POWERWASH ALL EQUIPMENT OUTSIDE THE PARK PRIOR TO TRANSPORTING IT TO THE SITE.

13. PROVIDE ALL REQUIRED RESOURCES (TEMPORARY POWER, DRINKING WATER, TOILETS). REMOVE

ALL TEMPORARY UTILITIES AT END OF PROJECT (INCLUDING POLES).

14. PLACE CLOSURE SIGNAGE AND CONSTRUCTION FENCING AT THE PARKING LOT AND AROUND THE CONSTRUCTION AREA TO DISCOURAGE VISITORS FROM ENTERING AN ACTIVE CONSTRUCTION SITE.

E. INSPECTION AND MONITORING

1. PROVIDE FOR THE PROTECTION AND SAFETY OF THE EXISTING TEXAS STATE MEMORIAL STRUCTURE DURING THE INSTALLATION OF THE SOLDIER-PILE RETAINING WALL, ASSOCIATED EXCAVATION AND EARTHWORK/SITEWORK. PROVIDE ALL UNDERPINNING DESIGN AND INSTALLATION (REQUIRED BY CONTRACTOR'S PROPOSED MEANS AND METHODS) THAT ARE NECESSARY AS FOR PROTECTING THE MEMORIAL. CONTRACTOR SHALL SUBMIT A DETAILED SAFETY PLAN AND PROTECTION PLAN TO THE CO

FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

2. DEVELOP AND SUBMIT A TEXAS STATE MEMORIAL, RAILROAD REDOUBT AND WALL MONITORING PLAN TO THE CO FOR REVIEW/APPROVAL PRIOR TO BEGINNING CONSTRUCTION. MONITORING PLAN SHALL ADDRESS METHODS OF MEASURING AND REPORTING VERTICAL AND HORIZONTAL MOVEMENT OF THE TEXAS STATE MEMORIAL, RAILROAD REDOUBT, AND THE WALL DURING CONSTRUCTION OPERATIONS.

REFER TO SPECIFICATION SECTION 318000 FOR ADDITIONAL INFORMATION/REQUIREMENTS.

CONTRACTOR SHALL CONTINUE MONITORING THE WALL AND TEXAS STATE MONUMENT FOR TWO

YEARS (EVERY SIX MONTHS) AFTER THE END OF CONSTRUCTION. POST CONSTRUCTION

MONITORING PLAN SHALL BE APPROVED BY THE CONTRACTING OFFICER.

3. INSPECT STRAW BALE BARRIERS AND SILT FENCES IMMEDIATELY AFTER EACH RAINFALL, AT LEAST

DAILY DURING PROLONGED RAINFALL, AND WEEKLY DURING PERIODS OF NO RAINFALL.

4. VISIT THE SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES AND OBSERVE AND DOCUMENT THE

PRECONSTRUCTION CONDITION OF ALL STRUCTURES, INFRASTRUCTURE, ROADWAYS, AND ALL

OTHER FACILITIES ADJACENT TO THE SITE. MAKE DAILY VISUAL OBSERVATIONS FOR SIGNS OF

GROUND OR STRUCTURE MOVEMENTS IN THE VICINITY OF EACH WORKING FRONT. NOTIFY

CONTRACTING OFFICER IMMEDIATELY BOTH VERBALLY AND IN WRITING IF SIGNS OF MOVEMENTS

ARE OBSERVED, SUCH AS NEW CRACKS IN STRUCTURES, INCREASED SIZE OF OLD CRACKS OR

SEPARATION OF JOINTS IN STRUCTURES, OR STRESSES ON PAVED AND UNPAVED SURFACES.

5. ON-SITE QUALITY MANAGER SHALL BE PROFESSIONAL GEOTECHNICAL ENGINEER OR

PROFESSIONAL GEOLOGIST (LICENSED IN STATE OF MISSISSIPPI) WITH AT LEAST 3 YEARS OF EXPERIENCE IN THE DESIGN AND CONSTRUCTION OF SIMILAR WALL TYPES AS PROPOSED FOR THIS

PROJECT.

F. MISCELLANEOUS NOTES

1. GOVERNMENT PROVIDED ARCHEOLOGIST (UNDER A CONSTRUCTION MANAGEMENT

REPRESENTATIVE (CMR) CONTRACT) WILL BE PRESENT TO MONITOR GROUND-DISTURBING

ACTIVITIES. ALL CONSTRUCTION ACTIVITIES SHALL BE STOPPED IF INTACT CULTURAL DEPOSITS ARE LOCATED DURING CONSTRUCTION OR IF OTHER SIGNIFICANT UNANTICIPATED DISCOVERIES ARE

MADE. COORDINATE WITH THE CONTRACTING OFFICER REGARDING SCHEDULING THE LAND

DISTURBING ACTIVITIES.

2. REPLACE ANY CULTURAL RESOURCES REMOVED DURING CONSTRUCTION IN THEIR EXACT

LOCATION AND ORIENTATION ONCE CONSTRUCTION IS COMPLETE.

3. TEMPORARILY REMOVE THE CAST-IRON TABLET MARKING THE POSITION OF THE 46TH ALABAMA

INFANTRY. RESET IT IN THE SAME LOCATION AT THE CONCLUSION OF THE PROJECT.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A "SOLDIER PILE INSTALLATION PLAN"

IN ACCORDANCE WITH SECTION 3.1 OF THE SPECIFICATION SECTION 316616.56 -

PERMANENTLY-ANCHORED SOLDIER-PILE WALL.

5. CONTRACTOR SHALL CONSTRUCT THE PROJECT USING "TOP-DOWN" CONSTRUCTION.

CONSTRUCTION WORK FROM THE BOTTOM OF THE SLOPE/WITHIN THE KANSAS CITY SOUTHERN

RIGHT-OF-WAY IS NOT ALLOWED.

G. DESIGN APPROACH ASSUMPTIONS

THE INFORMATION PROVIDED BELOW IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED

TO LIMIT THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (EXCEPT AS NOTED):

1. CONTRACTOR SHALL CONSTRUCT THE SOLDIER PILE WALL FROM TOP DOWN (REQUIRED, SEE NOTE

ABOVE)

2. DUE TO THE PROXIMITY OF SENSITIVE CULTURAL RESOURCES (TEXAS STATE MONUMENT AND RAILROAD REDOUBT) IT WAS ASSUMED THAT CONSTRUCTION ACTIVITIES WOULD BEGIN ON EAST END AND PROGRESS TO THE WEST. THIS WOULD ALLOW THE CONTRACTOR TO INITIALLY FIELD TEST

THEIR CONSTRUCTION METHODS IN A LESS SENSITIVE AREA AND MAKE ADJUSTMENT AS

NECESSARY TO CONSTRUCT THE WALL ADJACENT TO SENSITIVE FEATURES (TEXAS STATE

MONUMENT AND RAILROAD REDOUBT). CONSTRUCTION ACCESS WILL BE FROM MELBORN PLACE.

GENERAL NOTES

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STABILIZE RAILROAD REDOUBT EARTHWORKS VICKSBURG NATIONAL MILITARY PARK

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SUB SHEET NO

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A/E FIRM

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PRIME:

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SUB:

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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VHB

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WILLIAMSBURG, VA

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DBM

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SML

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JUNE 2019

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VICK-209256

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AutoCAD SHX Text 13 JUNE 2019 AUTOCAD2018 P:\VICK\209256\FINAL CDs\CIVIL\

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TERRACON

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RIDGELAND, MS

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GENERAL NOTES

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SOILS

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USCS SYMBOLS

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UNIT WEIGHT

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(PCF)

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COHESION (C') (PSF)

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FRICTIONAL ANGLE ( ') DEGREE

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LOESS

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PROJECT

LOCATION

CONFEDERATE AVENUE

KCS RAIL LINE

CLAY STREET

VISITOR

CENTER

TEXAS STATE

MONUMENT

M E

R N

C E

SEE CALLOUT

BELOW

SEE

NOTES 2

TOWARDS

INTERSTATE 65

SEE

NOTE 1

SEE

NOTE 3

FINAL CONSTRUCTION DOCUMENTS

1. MELBORN PLACE SHALL REMAIN OPEN TO PUBLIC TRAFFIC AT ALL TIMES.

2. THIS ACCESS ROUTE MAY BE USED FOR MOBILIZING THE EQUIPMENT AT THE BEGINNING OF THE PROJECT AND DEMOBILIZING AT THE COMPLETION OF THE PROJECT. DO NOT USE THIS ACCESS FOR DAILY ACTIVITY.

3. NATIONAL PARK SERVICE HAS ACQUIRED A US CORPS OF ENGINEER PERMIT FOR TEMPORARY WETLAND IMPACT (SEE APPENDIX C OF THE PROJECT SPECIFICATIONS). CONTRACTOR SHALL PLACE WETLAND MATTING WITHIN LIMITS OF WETLANDS PRIOR TO CONSTRUCTION AND REMOVE THE MATTING AT COMPLETION OF THE PROJECT. APPLY WETLAND SEEDING TO RESTORE THE WETLAND AT THE END OF

THE PROJECT.

4. CONTRACTOR/CONTRACTING OFFICER TRAILER SHALL BE PLACED WITHIN STAGING AREA. FINAL LOCATION OF THE CONTRACTOR STAGING AREA SHALL BE APPROVED BY THE CONTRACTING OFFICE PRIOR TO

BEGINNING OF THE PROJECT.

5. PLACE 6" OF GRAVEL ON GEOTEXTILE FABRIC AT CONTRACTOR/CONTRACTING OFFICER TRAILER PARKING

AREA. RESTORE AREA TO ITS ORIGINAL CONDITION AT THE COMPLETION OF THE PROJECT.

Notes:

CALLOUT FROM ABOVE

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BOT.=291.41

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EP293.51

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EP296.68

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EP295.20

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EP296.03

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EP294.34

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EP294.70

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AutoCAD SHX Text APPROXIMATE LOCATION OF CONTRACTOR/CONTRACTING OFFICER FIELD OFFICE/TRAILER (SEE NOTE 4)

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CONTRACTOR/CONTRACTING OFFICER PARKING AREA (SEE NOTE 5)

AutoCAD SHX Text

STABILIZE RAILROAD REDOUBT EARTHWORKS VICKSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

SUB SHEET NO

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUB:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

VHB

AutoCAD SHX Text

WILLIAMSBURG, VA

AutoCAD SHX Text

DBM

AutoCAD SHX Text

SML

AutoCAD SHX Text

JUNE 2019

AutoCAD SHX Text 138347

AutoCAD SHX Text

VICK-209256

AutoCAD SHX Text

AutoCAD SHX Text 13 JUNE 2019 AUTOCAD2018 P:\VICK\209256\FINAL CDs\CIVIL\

AutoCAD SHX Text

TERRACON

AutoCAD SHX Text

RIDGELAND, MS

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

C2-LOCATION.DWG

AutoCAD SHX Text

PROJECT LOCATION & CONSTRUCTION ACCESS

AutoCAD SHX Text C2

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

SEE MATCHLINE BELOW

SEE MATCHLINE ABOVE

FINAL CONSTRUCTION DOCUMENTS

Notes:

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND

SURVEY PERFORMED BY VHB INC. DURING DECEMBER 2016 AND OCTOBER

2017.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES

UPON THE PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE MISSISSIPPI STATE PLANE

COORDINATE WEST ZONE GRID SYSTEM - NAD 83 2011. THE VERTICAL

DATUM FOR THIS SURVEY IS THE NAVD88. BOTH DATUMS BASED ON

STATIC GPS SESSIONS AND PROCESSED USING NOAA OPUS SOLUTIONS.

4. THIS PROJECT LIES WITHIN ZONE X ACCORDING TO THE FLOOD

INSURANCE RATE MAP FOR WARREN COUNTY, MISSISSIPPI, MAP NUMBER

28149C0301D, EFFECTIVE DATE: NOVEMBER 5, 2008

5. PROPERTY LINES SHOWN ARE APPROXIMATE AND DOES NOT REPRESENT

A FIELD SURVEY. PROPERTY LINES ARE BASED ON BEST FIT OF PLAN

PROVIDED TITLED "RIGHT OF WAY AND TRACK MAP ALABAMA &

VICKSBURG RY.COM STATION 7260+00 TO STATION" DATED DEC. 31, 1933

AND D.B. 93 PAGES 250 AND 256.

6. APPROXIMATE WETLAND LOCATION BASED ON FIGURE 9 OF THE

STABILIZE RAILROAD REDOUBT EARTHWORKS AND TEXAS MEMORIAL

ENVIRONMENTAL ASSESSMENT, DATED JULY 2017.

MINOR CONTOUR

MAJOR CONTOUR

BENCHMARK

MONITORING WELL

CATCH BASIN

STREET SIGN

CONCRETE CURB

EDGE OF PAVEMENT

CHAIN LINK FENCE

CONCRETE

TOP OF CURB ELEVATION

SPOT ELEVATION

FLOW LINE ELEVATION

EDGE OF PAVEMENT ELEV.

POST

GROUND ELEVATION

TREE CANOPY LINE

Survey Legend:

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

72" OAK

AutoCAD SHX Text

48" WALNUT

AutoCAD SHX Text

46" WALNUT

AutoCAD SHX Text

TOP OF RAIL

AutoCAD SHX Text

TOP OF RAIL

AutoCAD SHX Text

TOP OF RAIL

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

DITCH LINE (TYP.)

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

STONE SIDEWALK

AutoCAD SHX Text

TEXAS MONUMENT

AutoCAD SHX Text

CONC. WALL

AutoCAD SHX Text

18" CMP INV=276.56

AutoCAD SHX Text

CONC. WALL

AutoCAD SHX Text

12" CPP INV=260.31

AutoCAD SHX Text

18" CMP INV=258.77

AutoCAD SHX Text

12" CPP INV=260.51

AutoCAD SHX Text

12" CPP INV=282.71

AutoCAD SHX Text

12" CPP INV=282.23

AutoCAD SHX Text

YDI RIM=255.60 INV=253.62

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

SOLID WHITE LINE

AutoCAD SHX Text

SOLID WHITE LINE

AutoCAD SHX Text

SOLID WHITE LINE

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

WARNING PAD

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

SIGN "ONE WAY"

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CANNON

AutoCAD SHX Text

MON. NPS

AutoCAD SHX Text

BORING GRD. ELEV=301.56

AutoCAD SHX Text

BORING GRD. ELEV=259.65

AutoCAD SHX Text

BORING GRD. ELEV=259.76

AutoCAD SHX Text

WITNESS POST

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CANNON

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text 262.33

AutoCAD SHX Text 262.47

AutoCAD SHX Text 262.46

AutoCAD SHX Text 262.56

AutoCAD SHX Text 262.65

AutoCAD SHX Text 262.64

AutoCAD SHX Text 262.67

AutoCAD SHX Text 262.71

AutoCAD SHX Text 262.73

AutoCAD SHX Text 262.74

AutoCAD SHX Text 262.78

AutoCAD SHX Text 262.77

AutoCAD SHX Text 262.75

AutoCAD SHX Text 262.74

AutoCAD SHX Text 262.68

AutoCAD SHX Text 262.67

AutoCAD SHX Text 262.59

AutoCAD SHX Text 262.57

AutoCAD SHX Text 262.49

AutoCAD SHX Text 262.46

AutoCAD SHX Text

BOT.=290.15

AutoCAD SHX Text

BOT.=290.54

AutoCAD SHX Text

BOT.=290.85

AutoCAD SHX Text

BOT.=290.76

AutoCAD SHX Text

BOT.=290.42

AutoCAD SHX Text

BOT.=290.12

AutoCAD SHX Text 301.82

AutoCAD SHX Text 301.67

AutoCAD SHX Text 301.85

AutoCAD SHX Text 301.89

AutoCAD SHX Text 301.82

AutoCAD SHX Text 301.70

AutoCAD SHX Text 301.61

AutoCAD SHX Text 301.05

AutoCAD SHX Text 301.04

AutoCAD SHX Text 299.73

AutoCAD SHX Text 297.63

AutoCAD SHX Text 285.07

AutoCAD SHX Text 296.73

AutoCAD SHX Text 296.03

AutoCAD SHX Text 296.66

AutoCAD SHX Text 299.71

AutoCAD SHX Text 294.52

AutoCAD SHX Text 298.65

AutoCAD SHX Text 294.55

AutoCAD SHX Text 285.13

AutoCAD SHX Text 282.72

AutoCAD SHX Text 298.69

AutoCAD SHX Text 284.93

AutoCAD SHX Text 297.63

AutoCAD SHX Text 295.72

AutoCAD SHX Text 285.11

AutoCAD SHX Text 295.90

AutoCAD SHX Text 295.35

AutoCAD SHX Text 295.87

AutoCAD SHX Text 285.10

AutoCAD SHX Text 285.05

AutoCAD SHX Text 284.36

AutoCAD SHX Text 285.05

AutoCAD SHX Text 284.89

AutoCAD SHX Text 284.86

AutoCAD SHX Text

EP283.40

AutoCAD SHX Text 285.00

AutoCAD SHX Text 284.98

AutoCAD SHX Text 283.17

AutoCAD SHX Text 289.73

AutoCAD SHX Text 283.40

AutoCAD SHX Text

EP270.57

AutoCAD SHX Text 284.57

AutoCAD SHX Text

EP282.49

AutoCAD SHX Text 284.29

AutoCAD SHX Text 284.57

AutoCAD SHX Text

EP284.15

AutoCAD SHX Text

EP283.83

AutoCAD SHX Text

EP283.05

AutoCAD SHX Text

EP283.21

AutoCAD SHX Text

EP284.28

AutoCAD SHX Text

EP257.08

AutoCAD SHX Text

EP283.49

AutoCAD SHX Text

EP282.07

AutoCAD SHX Text

EP281.59

AutoCAD SHX Text

EP283.62

AutoCAD SHX Text

EP283.76

AutoCAD SHX Text

EP274.81

AutoCAD SHX Text

EP282.77

AutoCAD SHX Text

EP279.94

AutoCAD SHX Text

EP276.70

AutoCAD SHX Text

EP278.45

AutoCAD SHX Text

EP281.02

AutoCAD SHX Text

EP241.41

AutoCAD SHX Text

EP241.61

AutoCAD SHX Text

EP241.84

AutoCAD SHX Text

EP264.83

AutoCAD SHX Text

EP254.08

AutoCAD SHX Text

EP245.83

AutoCAD SHX Text

EP267.63

AutoCAD SHX Text

EP272.85

AutoCAD SHX Text

EP250.28

AutoCAD SHX Text

EP262.11

AutoCAD SHX Text

EP259.26

AutoCAD SHX Text

EP247.06

AutoCAD SHX Text

EP244.29

AutoCAD SHX Text

EP253.52

AutoCAD SHX Text

EP276.24

AutoCAD SHX Text

EP247.64

AutoCAD SHX Text

EP242.85

AutoCAD SHX Text

EP241.67

AutoCAD SHX Text

EP242.56

AutoCAD SHX Text

EP242.09

AutoCAD SHX Text

EP241.18

AutoCAD SHX Text

EP264.52

AutoCAD SHX Text

EP245.13

AutoCAD SHX Text

EP243.54

AutoCAD SHX Text

EP274.29

AutoCAD SHX Text

EP256.49

AutoCAD SHX Text

EP267.01

AutoCAD SHX Text 283.34

AutoCAD SHX Text

EP258.91

AutoCAD SHX Text

FL284.29

AutoCAD SHX Text

EP249.60

AutoCAD SHX Text

EP277.95

AutoCAD SHX Text

EP279.01

AutoCAD SHX Text

EP261.64

AutoCAD SHX Text

EP270.01

AutoCAD SHX Text

EP272.34

AutoCAD SHX Text 283.54

AutoCAD SHX Text 282.72

AutoCAD SHX Text 283.12

AutoCAD SHX Text 295.23

AutoCAD SHX Text 283.93

AutoCAD SHX Text

FL281.96

AutoCAD SHX Text 283.81

AutoCAD SHX Text 283.25

AutoCAD SHX Text 282.59

AutoCAD SHX Text

FL283.88

AutoCAD SHX Text 282.30

AutoCAD SHX Text

FL283.36

AutoCAD SHX Text 282.90

AutoCAD SHX Text

TC284.93

AutoCAD SHX Text 281.92

AutoCAD SHX Text

TC279.14

AutoCAD SHX Text

FL283.54

AutoCAD SHX Text

EP284.12

AutoCAD SHX Text

FL284.04

AutoCAD SHX Text

FL283.47

AutoCAD SHX Text

FL283.30

AutoCAD SHX Text

FL284.63

AutoCAD SHX Text

FL279.06

AutoCAD SHX Text 264.0

AutoCAD SHX Text

FL284.59

AutoCAD SHX Text 303.6

AutoCAD SHX Text

FL282.62

AutoCAD SHX Text

TC283.46

AutoCAD SHX Text 262.2

AutoCAD SHX Text

FL281.01

AutoCAD SHX Text

TC283.81

AutoCAD SHX Text 304.7

AutoCAD SHX Text

FL279.32

AutoCAD SHX Text

FL283.69

AutoCAD SHX Text

FL282.28

AutoCAD SHX Text

FL280.20

AutoCAD SHX Text

TC282.50

AutoCAD SHX Text

TC282.62

AutoCAD SHX Text

TC280.72

AutoCAD SHX Text 224.4

AutoCAD SHX Text

TC282.95

AutoCAD SHX Text

TC283.88

AutoCAD SHX Text

TC281.57

AutoCAD SHX Text

TC279.84

AutoCAD SHX Text

TC283.62

AutoCAD SHX Text 264.3

AutoCAD SHX Text

TC284.51

AutoCAD SHX Text 304.6

AutoCAD SHX Text

TC284.34

AutoCAD SHX Text 297.4

AutoCAD SHX Text 305.3

AutoCAD SHX Text

TC284.91

AutoCAD SHX Text

TC284.14

AutoCAD SHX Text 298.3

AutoCAD SHX Text

TC283.84

AutoCAD SHX Text 297.9

AutoCAD SHX Text 297.0

AutoCAD SHX Text 273.6

AutoCAD SHX Text 304.5

AutoCAD SHX Text 228.6

AutoCAD SHX Text 303.3

AutoCAD SHX Text 293.3

AutoCAD SHX Text 234.6

AutoCAD SHX Text 293.4

AutoCAD SHX Text 296.4

AutoCAD SHX Text 296.5

AutoCAD SHX Text 302.8

AutoCAD SHX Text 226.5

AutoCAD SHX Text 223.1

AutoCAD SHX Text 230.8

AutoCAD SHX Text 235.6

AutoCAD SHX Text 230.4

AutoCAD SHX Text 231.5

AutoCAD SHX Text 288.9

AutoCAD SHX Text 227.2

AutoCAD SHX Text 234.6

AutoCAD SHX Text 228.3

AutoCAD SHX Text 261.7

AutoCAD SHX Text 263.3

AutoCAD SHX Text 237.9

AutoCAD SHX Text 236.9

AutoCAD SHX Text 235.1

AutoCAD SHX Text 262.9

AutoCAD SHX Text 264.7

AutoCAD SHX Text 262.6

AutoCAD SHX Text 262.9

AutoCAD SHX Text 264.1

AutoCAD SHX Text 279.5

AutoCAD SHX Text 275.5

AutoCAD SHX Text 270.9

AutoCAD SHX Text 289.7

AutoCAD SHX Text 267.0

AutoCAD SHX Text 266.4

AutoCAD SHX Text 285.7

AutoCAD SHX Text 266.9

AutoCAD SHX Text 267.8

AutoCAD SHX Text 284.8

AutoCAD SHX Text 266.2

AutoCAD SHX Text 294.5

AutoCAD SHX Text 302.4

AutoCAD SHX Text 269.1

AutoCAD SHX Text 270.4

AutoCAD SHX Text 267.7

AutoCAD SHX Text 267.5

AutoCAD SHX Text 267.2

AutoCAD SHX Text 280.3

AutoCAD SHX Text 282.1

AutoCAD SHX Text 297.5

AutoCAD SHX Text 284.8

AutoCAD SHX Text 269.8

AutoCAD SHX Text 300.8

AutoCAD SHX Text 303.2

AutoCAD SHX Text 302.1

AutoCAD SHX Text 302.7

AutoCAD SHX Text 285.0

AutoCAD SHX Text 279.3

AutoCAD SHX Text 269.3

AutoCAD SHX Text 262.9

AutoCAD SHX Text 303.0

AutoCAD SHX Text 302.2

AutoCAD SHX Text 273.0

AutoCAD SHX Text 304.3

AutoCAD SHX Text 269.5

AutoCAD SHX Text 275.5

AutoCAD SHX Text 288.1

AutoCAD SHX Text 304.3

AutoCAD SHX Text 293.5

AutoCAD SHX Text 300.9

AutoCAD SHX Text 302.5

AutoCAD SHX Text 299.7

AutoCAD SHX Text 303.1

AutoCAD SHX Text 303.2

AutoCAD SHX Text 275.7

AutoCAD SHX Text 273.3

AutoCAD SHX Text 264.3

AutoCAD SHX Text 301.8

AutoCAD SHX Text 262.9

AutoCAD SHX Text 269.5

AutoCAD SHX Text 295.4

AutoCAD SHX Text 283.4

AutoCAD SHX Text 269.3

AutoCAD SHX Text 270.7

AutoCAD SHX Text 301.3

AutoCAD SHX Text 267.5

AutoCAD SHX Text 292.9

AutoCAD SHX Text 273.3

AutoCAD SHX Text 281.9

AutoCAD SHX Text 284.5

AutoCAD SHX Text 287.2

AutoCAD SHX Text 284.9

AutoCAD SHX Text 287.3

AutoCAD SHX Text 296.3

AutoCAD SHX Text 294.2

AutoCAD SHX Text 286.2

AutoCAD SHX Text 287.2

AutoCAD SHX Text 292.6

AutoCAD SHX Text 260.4

AutoCAD SHX Text 287.1

AutoCAD SHX Text 278.6

AutoCAD SHX Text 276.1

AutoCAD SHX Text 259.1

AutoCAD SHX Text 294.8

AutoCAD SHX Text 260.4

AutoCAD SHX Text 258.4

AutoCAD SHX Text 259.8

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

BORING GRD. ELEV=292.78

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text 296.5

AutoCAD SHX Text

EP291.02

AutoCAD SHX Text

EP290.45

AutoCAD SHX Text

EP291.63

AutoCAD SHX Text

EP290.96

AutoCAD SHX Text

EP292.12

AutoCAD SHX Text

EP290.75

AutoCAD SHX Text

EP291.28

AutoCAD SHX Text

EP291.24

AutoCAD SHX Text

EP291.41

AutoCAD SHX Text

EP292.07

AutoCAD SHX Text

EP290.75

AutoCAD SHX Text

EP291.21

AutoCAD SHX Text

EP292.88

AutoCAD SHX Text

EP291.92

AutoCAD SHX Text

EP291.62

AutoCAD SHX Text

EP291.51

AutoCAD SHX Text

EP291.11

AutoCAD SHX Text

AutoCAD SHX Text CONCRETE MONUMENT WITH DISK N=1034253.6204 E=2135053.5491 MISSISSIPPI STATE PLANE WEST ZONE (NAD 83, 2011) ELEV=283.07 NAVD 88

AutoCAD SHX Text IRON ROD WITH CAP N=1034304.5820 E=2135169.4730 MISSISSIPPI STATE PLANE WEST ZONE (NAD 83, 2011) ELEV=303.73 NAVD 88

AutoCAD SHX Text

BORING B-03 GRD. ELEV=259.65

AutoCAD SHX Text

BORING B-04 GRD. ELEV=259.76

AutoCAD SHX Text

BORING B-05 GRD. ELEV=292.78

AutoCAD SHX Text

TEXAS MONUMENT

AutoCAD SHX Text

MELBORN PLACE (BRIDGE)

AutoCAD SHX Text

CONFEDERATE AVENUE

AutoCAD SHX Text

ARCHEOLOGICAL NO-GO LIMITS

AutoCAD SHX Text

ARCHEOLOGICAL NO-GO LIMITS

AutoCAD SHX Text

ARCHEOLOGICAL NO-GO LIMITS

AutoCAD SHX Text

ARCHEOLOGICAL SURVEY LIMITS

AutoCAD SHX Text

ARCHEOLOGICAL SURVEY LIMITS

AutoCAD SHX Text

BORING B-02 (PIEZOMETER) GRD. ELEV=301.65

AutoCAD SHX Text

BORING B-01 GRD. ELEV=301.56

AutoCAD SHX Text

MELBORN PLACE

AutoCAD SHX Text

APPROXIMATE LOCATION OF WETLANDS (SEE NOTE 6)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

CANOPY LINE (TYP.)

AutoCAD SHX Text

TOP OF RAIL

AutoCAD SHX Text 262.24

AutoCAD SHX Text 262.25

AutoCAD SHX Text 262.18

AutoCAD SHX Text 262.19

AutoCAD SHX Text 262.13

AutoCAD SHX Text 262.14

AutoCAD SHX Text 262.33

AutoCAD SHX Text 262.47

AutoCAD SHX Text 262.46

AutoCAD SHX Text 262.56

AutoCAD SHX Text

BOT.=290.85

AutoCAD SHX Text

BOT.=291.23

AutoCAD SHX Text

BOT.=291.54

AutoCAD SHX Text

BOT.=291.41

AutoCAD SHX Text

BOT.=291.13

AutoCAD SHX Text

BOT.=290.76

AutoCAD SHX Text 260.4

AutoCAD SHX Text 260.2

AutoCAD SHX Text 260.4

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

EP292.90

AutoCAD SHX Text

EP293.51

AutoCAD SHX Text

EP295.19

AutoCAD SHX Text

EP294.28

AutoCAD SHX Text

EP296.53

AutoCAD SHX Text

EP293.64

AutoCAD SHX Text

EP295.50

AutoCAD SHX Text

EP296.57

AutoCAD SHX Text

EP294.41

AutoCAD SHX Text

EP295.57

AutoCAD SHX Text

EP295.95

AutoCAD SHX Text

EP296.23

AutoCAD SHX Text

EP296.01

AutoCAD SHX Text

EP296.68

AutoCAD SHX Text

EP295.20

AutoCAD SHX Text

EP297.42

AutoCAD SHX Text

EP294.19

AutoCAD SHX Text

EP293.58

AutoCAD SHX Text

EP297.18

AutoCAD SHX Text

EP296.03

AutoCAD SHX Text

EP295.04

AutoCAD SHX Text

EP296.30

AutoCAD SHX Text

EP294.34

AutoCAD SHX Text

EP294.35

AutoCAD SHX Text

EP294.70

AutoCAD SHX Text

EP293.30

AutoCAD SHX Text

EP292.88

AutoCAD SHX Text

MELBORN PLACE (BRIDGE)

AutoCAD SHX Text

MELBORN PLACE

AutoCAD SHX Text

STABILIZE RAILROAD REDOUBT EARTHWORKS VICKSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

SUB SHEET NO

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUB:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

VHB

AutoCAD SHX Text

WILLIAMSBURG, VA

AutoCAD SHX Text

DBM

AutoCAD SHX Text

SML

AutoCAD SHX Text

JUNE 2019

AutoCAD SHX Text 138347

AutoCAD SHX Text

VICK-209256

AutoCAD SHX Text

AutoCAD SHX Text 13 JUNE 2019 AUTOCAD2018 P:\VICK\209256\FINAL CDs\CIVIL\

AutoCAD SHX Text

TERRACON

AutoCAD SHX Text

RIDGELAND, MS

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

C3-EX.DWG

AutoCAD SHX Text

EXISTING CONDITIONS PLAN

AutoCAD SHX Text C3

AutoCAD SHX Text

AutoCAD SHX Text 183.00

AutoCAD SHX Text

TC183.00

AutoCAD SHX Text

FL183.00

AutoCAD SHX Text

EP183.00

183.0

TS PS

FINAL CONSTRUCTION DOCUMENTS

Notes:

1. USE THE SECONDARY STAGING AREA FOR EMPLOYEE VEHICLE PARKING AND FOR HAND DELIVERIES ONLY.

DELIVERIES NEEDING HEAVY EQUIPMENT SHALL BE ACCESSED FROM MELBORN PLACE. PLACE CLOSURE SIGNAGE AND CONSTRUCTION FENCING AT THE PARKING LOT AND AROUND THE CONSTRUCTION AREA TO DISCOURAGE

VISITORS FROM ENTERING ACTIVE CONSTRUCTION SITE.

2. EXISTING PAVEMENT, CONCRETE STEPS AND CONCRETE SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE

REPAIRED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. DUE TO ARCHEOLOGY, TEMPORARY CHAIN LINK FENCE FOOTERS SHALL NOT BE DUG INTO THE GROUND. PROVIDE

SURFACE MOUNTED FOOTERS FOR THE FENCE.

4. STANDARD TRAFFIC DIRECTIONAL (GUIDE) SIGNS/CONTROLS SHALL BE REMOVED OR NEW SIGNS/CONTROLS SHALL BE FURNISHED AND INSTALLED AS DIRECTED BY CONTRACTING OFFICER (CO) FOR SMOOTH RUNNING OF THE TRAFFIC ON

MELBORN PLACE AND CONFEDERATE AVENUE DURING THE CONSTRUCTION PERIOD.

5. PROVIDE APPLICABLE BARRICADE/SIGNAGE FOR STAGING AREA SECURITY. KEEP MATERIALS, EQUIPMENT, ETC., ON HARD SURFACES OR MATTING IN THE DESIGNATED STAGING AREA AND WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. ADDITIONAL STORAGE/STAGING AREAS, IF NEEDED, ARE SUBJECT TO CONTRACTING OFFICER

APPROVAL.

6. INSTALL CONSTRUCTION ENTRANCE AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION OF

THE PROJECT.

7. PROVIDE A MINIMUM 2 WEEK ADVANCE NOTICE FOR ANY PARK ROAD CLOSURE REQUIREMENTS.

8. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND TREE PROTECTION PER THE FIELD MANUAL FOR EROSION AND

SEDIMENT CONTROL ON CONSTRUCTION SITES IN MISSISSIPPI.

9. PERFORM TRAFFIC CONTROL IN COMPLIANCE WITH THE MOST CURRENT EDITION OF THE MUTCD.

10. ENSURE THE STABILITY OF THE WORK AREA DURING CONSTRUCTION TO PREVENT SLOPE FAILURE AND MAINTAIN A

SAFE WORKING AREA. USE MATS AND OTHER REINFORCEMENT METHODS AS NEEDED TO SECURE WORKING AREA

AND SLOPE.

11. REMOVE PORTION OF EXISTING CHAIN LINK FENCE (~40 LF) DURING CONSTRUCTION. REPLACE CHAIN LINK FENCE AT THE END OF CONSTRUCTION. INSTALL PERMANENT DOUBLE 8' WIDE CHAIN-LINK FENCE GATE. HEIGHT OF NEW FENCE

AND GATE TO BE 6'.

12. REMOVE APPROXIMATELY 15 MATURE TREES, 8" DIAMETER OR GREATER, INCLUDING STUMPS WITHIN THE SLOPE AREA. TAKE EXTRA CAUTION TO ENSURE NO DAMAGE IS DONE TO KANSAS CITY SOUTHERN RAILROAD. TREES AND

STUMPS TO BE TAKEN OFFSITE AND DISPOSED OF LEGALLY.

13. INSTALL 40 LINEAR FEET OF SUITABLE TEMPORARY CULVERT BELOW THE CONSTRUCTION ENTRANCE. CLEAN EXISTING DITCH PRIOR TO PLACING THE CULVERT. MATCH INVERTS TO PROVIDE POSITIVE DRAINAGE THROUGH THE CULVERT.

REMOVE CULVERT AT THE COMPLETION OF THE PROJECT. RESTORE DITCH TO ITS ORIGINAL CONDITION.

Legend:

TS TEMPORARY SEEDING

PS PERMANENT SEEDING

CE CONSTRUCTION ENTRANCE

TP TREE PROTECTION

CM CONSTRUCTION MATTING

AutoCAD SHX Text CONCRETE MONUMENT WITH DISK N=1034253.6204 E=2135053.5491 MISSISSIPPI STATE PLANE WEST ZONE (NAD 83, 2011) ELEV=283.07 NAVD 88

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MELBORN PLACE (BRIDGE)

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CONFEDERATE AVENUE

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CONFEDERATE AVENUE

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CHAIN LINK FENCE

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CANOPY LINE (TYP.)

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CANOPY LINE (TYP.)

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CANOPY LINE (TYP.)

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CANOPY LINE (TYP.)

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CANOPY LINE (TYP.)

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CANOPY LINE (TYP.)

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10" TREE

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48" WALNUT

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46" WALNUT

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TOP OF RAIL

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TOP OF RAIL

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TOP OF RAIL

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TOP OF RAIL

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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DITCH LINE (TYP.)

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ASPHALT

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ASPHALT

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ASPHALT

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CURB

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CURB

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CURB

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CURB

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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BRICK WALL

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BRICK WALL

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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STONE SIDEWALK

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TEXAS MONUMENT

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CONC. WALL

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18" CMP INV=276.56

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CONC. WALL

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12" CPP INV=260.31

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18" CMP INV=258.77

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12" CPP INV=260.51

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12" CPP INV=282.71

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12" CPP INV=282.23

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SOLID WHITE LINE

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CONC. PAD

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CONC. PAD

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CONC. SWALE

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CONC. PAD

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CONC. PAD

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WARNING PAD

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MONUMENT

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SIGN "ONE WAY"

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SIGN

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SIGN

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MONUMENT

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SIGN

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SIGN

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SIGN

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MONUMENT

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SIGN

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SIGN

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SIGN

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SIGN

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SIGN

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SIGN

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CANNON

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MON. NPS

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BORING GRD. ELEV=301.56

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BORING GRD. ELEV=259.65

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BORING GRD. ELEV=259.76

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WITNESS POST

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CANNON

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TELEPHONE PEDESTAL

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UTILITY POLE

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UTILITY POLE

AutoCAD SHX Text IRON ROD WITH CAP N=1034304.5820 E=2135169.4730 MISSISSIPPI STATE PLANE WEST ZONE (NAD 83, 2011) ELEV=303.73 NAVD 88

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ARCHEOLOGICAL NO-GO LIMITS

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ARCHEOLOGICAL NO-GO LIMITS

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ARCHEOLOGICAL NO-GO LIMITS

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ARCHEOLOGICAL NO-GO LIMITS

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ARCHEOLOGICAL SURVEY LIMITS

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ARCHEOLOGICAL SURVEY LIMITS

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BORING GRD. ELEV=292.78

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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MELBORN PLACE

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TEXAS STATE MONUMENT

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KANSAS CITY SOUTHERN RAILWAY

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SECONDARY STAGING AREA (SEE NOTES 1&2)

AutoCAD SHX Text ABOVE GROUND TEMPORARY 6' TALL CHAIN-LINK CONSTRUCTION FENCE & ACCESS GATE (TYP.) SEE NOTE 3

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SEE NOTE 2

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CONFEDERATE AVENUE

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ABOVE GROUND TEMPORARY 6' TALL CHAIN-LINK CONSTRUCTION FENCE (TYP.) SEE NOTE 3

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CLEARING LIMITS (TYP.)

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TREE PROTECTION (TYP.)

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SEE NOTE 11

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SILT FENCE (TYP.)

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ABOVE GROUND TEMPORARY 6' TALL CHAIN-LINK CONSTRUCTION FENCE (TYP.) SEE NOTE 3

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CONSTRUCTION MATTING (TYP.)

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CONSTRUCTION MATTING (TYP.)

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CONSTRUCTION ENTRANCE (30' WIDE AT CENTER)

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STAGING AREA TO BE LOCATED WITHIN THE TEMPORARY CONSTRUCTION FENCING (TYP.)

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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SEE NOTE 2

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SEE NOTE 9

AutoCAD SHX Text 30'

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SEE NOTE 9

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SEE NOTE 12

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SEE NOTE 13

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PROPOSED SOLDIER PILE WALL

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STABILIZE RAILROAD REDOUBT EARTHWORKS VICKSBURG NATIONAL MILITARY PARK

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SUB SHEET NO

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A/E FIRM

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PRIME:

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SUB:

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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VHB

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WILLIAMSBURG, VA

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DBM

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SML

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JUNE 2019

AutoCAD SHX Text 138347

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VICK-209256

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AutoCAD SHX Text 13 JUNE 2019 AUTOCAD2018 P:\VICK\209256\FINAL CDs\CIVIL\

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TERRACON

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RIDGELAND, MS

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SCALE IN FEET

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ACCESS, STAGING AND EROSION CONTROL PLAN

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C4-ACCESS.DWG

INDICATES TRAVEL

DIRECTION

1. Set the Stakes

2. Excavate a 4"x4" Trench Upslope

Along the Line of Stakes

3. Staple Filter Material to Stakes and Extend It

Into the Trench

4. Backfill and Compact the Excavated Soil

SHEET FLOW INSTALLATION

(PERSPECTIVE VIEW)

Plan View

Section A-A

Side Elevation

CM SF TP

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STABILIZE RAILROAD REDOUBT EARTHWORKS VICKSBURG NATIONAL MILITARY PARK

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SUB SHEET NO

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A/E FIRM

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PRIME:

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SUB:

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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VHB

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WILLIAMSBURG, VA

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DBM

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SML

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JUNE 2019

AutoCAD SHX Text 138347

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VICK-209256

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AutoCAD SHX Text 13 JUNE 2019 AUTOCAD2018 P:\VICK\209256\FINAL CDs\CIVIL\

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TERRACON

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RIDGELAND, MS

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EROSION CONTROL DETAILS

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C5-ES-DT.DWG

AutoCAD SHX Text DEFINITION: A LOG CONSTRUCTION/WETLAND MAT IS A PORTABLE FABRICATION USUALLY OF BOARDS OR TIMBERS HELD TOGETHER BY BOLTS OR CABLE TO PROVIDE TEMPORARY PROTECTION OF GROUND TO BE TEMPORARILY IMPACTED DURING CONSTRUCTION. LOCATION: LOG CONSTRUCTION/WETLAND MATTING SHALL BE USED DURING CONSTRUCTION FOR ACCESS AND STAGING AREAS AS SHOWN ON THE SITE PLANS. SPECIFICATIONS: 1. MATS SHALL BE PLACED END TO END TO FORM A CONTINUOUS SPAN FOR THE ENTIRE LENGTH OF THE AREA TO BE PROTECTED. 2. MATS CAN BE USED AS SUBSTITUTE FOR OR IN CONJUNCTION WITH STONE, GRAVEL, WOOD CHIPS, CULVERTS, AND OTHER STABILIZING MATERIAL AT AREAS DESIGNATED. 3. MATS SHALL BE INSPECTED FREQUENTLY AND MAINTAINED OR REPLACED AS NECESSARY TO ENSURE THEIR PROPER FUNCTION. 4. ADDITIONAL MATTING MAY BE REQUIRED BY E&S INSPECTOR AND/OR THE CONTRACTING OFFICER.

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CONSTRUCTION/WETLAND MATTING

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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CONSTRUCTION OF A SILT FENCE

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TREE PROTECTION

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CONSTRUCTION ENTRANCE

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NOT TO SCALE

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DRIP LINE

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SNOW FENCE

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BOARD FENCE

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CORD FENCE

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PLASTIC FENCE

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FLOW

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FLOW

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FLOW

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6'MAX.

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