W912QR23B0006_Plans-0000.pdf

PDF 10 MB Posted Mar 13, 2023

Attached to: Ft. Jackson Organizational Vehicle Parking
Solicitation number: W912QR23B0006
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for construction services for an organizational vehicle parking project at Fort Jackson, South Carolina. The project has an estimated construction cost range between $5 million and $10 million, and is classified under NAICS code 238910 with a size determination of $19 million. The solicitation is a 100% set-aside for Service Disabled Veteran Owned Small Businesses. No contract award will be made until appropriated funds are available. Technical inquiries should be submitted through the ProjNet bidder inquiry system. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville.

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Other files

File	Type	Posted
Bid Results.docx	DOCX document	Apr 14, 2023
Bid Results update 14 April 2023.docx	DOCX document	Apr 14, 2023
W912QR23B0006-0002.pdf	PDF	Apr 12, 2023
W912QR23B0006-0001.pdf	PDF	Mar 31, 2023
Site Visit Sign-in Sheet.pdf	PDF	Mar 21, 2023
W912QR23B0006_Specs-0000.pdf	PDF	Mar 13, 2023

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CERTIFIED FINAL DESIGN SUBMITTAL

SHEET ID

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A R

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US Army Corps of Engineers ®

2Q R

-1 7-

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CERTIFIED FINAL DESIGN SUBMITTAL

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1 2 3 4 5 6 7

US Army Corps of Engineers ®

LOUISVILLE DISTRICT

FORT JACKSON

81ST READINESS DIVISION, NEFF STAGING

COLUMBIA, SC

PROJECT NUMBER: 93258

SOLICITATION NO.: -

CONTRACT NO.: W912QR-17-D-0027

FY2022

P2 NUMBER: 473310

ISSUE DATE: 07/13/2022

Walhalla

Pickens

Bamberg

St. Matthews

Walterboro

Saluda

Edgefield

McCormick

Abbeville

Anderson

Greenwood

Laurens

Greenville

Hampton

Ridgeland

Allendale

Lexington

Barnwell

Aiken

Newberry

Union

Winnsboro

Columbia

Chester

Johnsonville

Darlington

Bennettsville

Moncks Corner

Kingstree

Florence

Charleston

St. George

Beaufort

Hartsville

Timmonsville

Bishopville

Chesterfield

Manning

Sumter

Orangeburg

Camden

Marion

Georgetown

Dillon

Conway

Spartanburg

Gaffney York

Goose Creek

SCALE: NOT TO SCALEB7 STATE LOCATION MAP

PROJECT

Ft. Jackson

Lancaster

7/13/2022

2Q R

Pl an s-

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

13 March 2023

W912QR23B0006

SCALE: NOT TO SCALEB5 BASE MAP

SCALE: NOT TO SCALEE1 LOCATION MAP

SHEET

ID SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX, BASE, AND LOCATION MAP

INDEX OF DRAWINGS

C-001

VF101

CD101

CD102

CS101

CS102

CU101

CU102

GENERAL NOTES AND LEGEND

SITE DEMOLITION AND INITIAL EROSION CONTROL PLAN - AREA A

SITE DEMOLITION AND INITIAL EROSION CONTROL PLAN - AREA B

SITE IMPROVEMENTS PLAN - AREA A

SITE IMPROVEMENTS PLAN - AREA B

SITE UTILITY PLAN - AREA A

SITE UTILITY PLAN - AREA B

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

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: 4

D R

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L U

G P

E D

E, K

P2 N

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G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

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: 9

S Pr oj ec t N o.

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-0

C hr is M oo rin g w w w .c em s-ae .c om

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G-002

, B

E, A

N D

L O

CIVIL

CG101

CG102

CG103

INTERMEDIATE EROSION CONTROL AND INITIAL GRADING PLAN - AREA A

INTERMEDIATE EROSION CONTROL AND INITIAL GRADING PLAN - AREA B

FINAL EROSION CONTROL AND GRADING PLAN - AREA A

CG104 FINAL EROSION CONTROL AND GRADING PLAN - AREA B

C . M

O O

H O

S-001

S-101 LOADING RAMP PLAN, ELEVATIONS, AND DETAILS

GENERAL NOTES AND POLE BASE DETAILS

C-501 C-502 C-503 C-504

DETAILS

C-505 C-506 C-507 C-508

DETAILS

C-509 C-510

DETAILS

C-511 C-512

DETAILS

STRUCTURAL

ES101

E-501 DETAILS, RISER DIAGRAM, AND SCHEDULES

SITE LIGHTING PLAN

ELECTRICAL

C-101 OVERALL SITE PLAN

B-101 BORING LOGS (B-1, B-2, B-4, B-5, B-6, AND B-8)

B-102 BORING LOGS (B-9, B-10, AND B-12) DCP TEST LOGS (DCP-1, DCP-2, DCP-5)

B-103 DCP TEST LOGS (DCP-6, DCP-9, DCP-10)

E-001 GENERAL NOTES AND LEGEND

FORT

JACKSON

PROJECT SITE

LAT: N33°59'11.98"

LONG: W80°55'56.56"

NOTES:

1. MAIN GATE - GATE 2 (STROM THURMOND BLVD) --

CONTRACTOR TO USE GATE FOR PROCESSING AND BADGING.

COMMERCIAL ENTRANCE (HAUL ROUTE TO

BE COORDINATED WITH FORT JACKSON)

VF102 EXISTING CONDITIONS PLAN - AREA B

EXISTING CONDITIONS PLAN - AREA A

7/13/2022

2Q R

Pl an s-

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

ENGINEERING CERTIFICATION:

I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED

SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM.

FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE

DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE

CODE OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO REGULATION 72-300 ET

SEQ. (IF APPLICABLE), AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF

SCR100000.

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

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O N

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US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

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S um m er vi lle

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W ilm in gt on

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C-001

N O

SURVEY LEGEND: CIVIL LEGEND:

SANITARY SEWER = SS

STORM DRAINAGE = SD

POTABLE WATER = W

FIRE PROTECTION = F

POLYVINYL CHLORIDE PIPE = PVC

DUCTILE IRON PIPE = DIP

DUCTILE IRON = DI

RESTRAINED JOINT = RJ

HIGH DENSITY POLYETHYLENE = HDPE

RECORD = REC

EX. TOP OF PAVEMENT = ETP

TOP OF PAVEMENT = TOP

TOP OF CURB = TOC

ABBREVIATIONS:

1. THE PROJECT AREA IS APPROXIMATELY 17.0 ACRES AS SHOWN BY THE LIMITS OF

CONSTRUCTION. DISTURBED AREA IS APPROXIMATELY 15.0 ACRES AS SHOWN

BY SILT FENCE UNLESS OTHERWISE SHOWN BY THE LIMITS OF DISTURBANCE.

2. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS AND NOT PAVED SHALL

BE SODDED/ GRASSED. PROVIDE PERMANENT AND TEMPORARY SEEDING PER

SCDHEC AND FORT JACKSON COVERAGE REQUIREMENTS, SEE SHEET C-501.

3. THE PROPERTY IS LOCATED WITHIN RICHLAND COUNTY, SOUTH CAROLINA AND

PART OF THE SALUDA WATERSHED. LOCATED ON FORT JACKSON SOUTH USGS

QUAD SHEET AND OUTFALLS TO WILDCAT CREEK.

4. THIS DEVELOPED PROPERTY LIES IN ZONE X PER FIRM COMMUNITY NO. 450179,

PANEL C0381L, DATED EFFECTIVE DATE DECEMBER 21, 2017.

LAND DISTURBANCE NOTES:

1. PLACE SCDHEC LAND DISTURBANCE PERMIT AND APPROVED PLANS

AT A CLEARLY VISIBLE (POSTED) LOCATION ON THE SITE. A

PRE-CONSTRUCTION CONFERENCE MUST BE HELD WITH AN

APPROVED ON-SITE STORMWATER POLLUTION PREVENTION PLAN

(OS-SWPPP). EACH CONTRACTOR, SUBCONTRACTOR, BLANKET

UTILITY PROVIDER, ETC., WHO WILL WORK AT THE SITE MUST ATTEND

THIS CONFERENCE IN PERSON.

2. INSTALL PHASE 1 (“INITIAL”) SILT FENCE, ALL TREE PROTECTION,

GRAVEL CONSTRUCTION ENTRANCE, AND PHASE 1 INLET PROTECTION

ITEMS WHERE INDICATED ON THE PHASE 1 SEDIMENT AND EROSION

CONTROL PLANS (SEE CD101 / 102).

3. MARK UTILITIES, STAKE/MARK NOTABLE ITEMS FOR DEMOLITION.

4. REMOVE MINIMUM NUMBER OF TREES TO ACCESS AREAS TO BE

DEMOLISHED. REMOVE PAVEMENT, STRUCTURES, ANY POSSIBLE

ABOVE GROUND UTILITIES, AND REMOVE ALL SITE FEATURES

SPECIFIED ON THE PHASE 1 DEMOLITION PLANS (SEE CD101 / 102). DO

NOT CLEAR AND GRUB THE SITE.

5. BEGIN PHASE 2 (“INTERMEDIATE”) CONSISTING OF EROSION CONTROL

MEASURES AND ROUGH GRADING OPERATIONS. INSTALL TEMPORARY

SEDIMENT BASIN AND STRUCTURES, TEMPORARY SWALES, AND

INSTALL STORM DRAINAGE INFRASTRUCTURE AS INDICATED ON THE

PLANS. ONLY CLEAR AND GRUB THE LOCATIONS SHOWN FOR

TEMPORARY MEASURES AND STOCKPILING OF EXCAVATED MATERIAL.

STOCKPILE MATERIAL THAT IS SUITABLE TO BE USED FOR FUTURE

FILL OPERATIONS. SEED AND STABILIZE TEMPORARY STORMWATER

MEASURES (SWALES AND SEDIMENT BASIN).

6. INSTALL ADDITIONAL PHASE 2 EROSION CONTROL MEASURES

(SEDIMENT TUBES, ROCK/STONE/RIP RAP) SHOWN ON THE PLANS AS

GRADING PROGRESSES. (SEE CG101 / 102). SEDIMENT MEASURES TO

BE ROUTINELY INSPECTED AND REPAIRED AS NECESSARY.

7. AFTER PHASE 2 SEDIMENT AND EROSION CONTROLS ARE STABILIZED;

CLEAR AND GRUB THE REMAINING SITE AREA AND REMOVE ANY

OTHER UTILITIES AND STRUCTURES SHOWN ON THE PHASE 1,

DEMOLITION PLAN.

8. BEGIN PHASE 3 (“FINAL”) CONSISTING OF GRADING OPERATIONS AND

FINAL SITE IMPROVEMENTS. BEGIN FILL OPERATIONS AND

CONSTRUCT THE SOUTHWEST PORTION OF THE DRY DETENTION

BASIN (FINAL BERM AND STRUCTURES) LEAVING THE SEDIMENT BASIN

OPERATIONAL. INSTALL STORM DRAINAGE FEATURES (INLETS,

STRUCTURES, PIPES, ETC.) AND ALL OTHER UTILITIES. TRANSITION

THE TEMPORARY SEDIMENT BASIN INTO FINALE GRADING SHOWN ON

CG103 / 104 AND RE-STABILZE THE SITE.

9. CONSTRUCT FINAL SITE IMPROVEMENTS (GRAVEL PAVEMENT,

CONCRETE PAD, BI-LEVEL RAMPS, UTILITIES, PERIMETER FENCING,

GATES, SITE LIGHTING, AND ALL OTHER SITE FEATURES SHOWN ON

THE PHASE 3 PLANS (CG103 / 104) AND SITE PLANS (CS101 / 102).

10. MAINTAIN SEDIMENT MEASURES UNTIL SITE HAS BEEN STABILIZED.

11. SEED REMAINING DISTURBED AREAS (UNPAVED) WITHIN THE LIMITS

OF CONSTRUCTION ONCE ALL SITE IMPROVEMENTS AND WORK IS

COMPLETE. SEED/SOD SHALL CONFORM WITH FORT JACKSON

SEEDING/SODDING SPECIFICATIONS ON DETAILS SHEET C-501.

12. REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT MEASURES

ONCE THE SITE HAS BEEN STABILIZED.

13. WHEN CONSTRUCTION IS COMPLETE AND THE GROUND COVER IS

ESTABLISHED, CALL FOR INSPECTION.

14. WHEN SITE IS APPROVED BY FORT JACKSON ENVIRONMENTAL AND

USACE PM, REMOVE TEMPORARY EROSION CONTROL MEASURES AND

SOD ANY RESULTING BARE AREAS PER PERMANENT

SEEDING/SODDING SPECIFICATION AND MAINTENANCE NOTES ON

DETAILS SHEET C-501.

15. SUBMIT NOTICE OF TERMINATION TO SCDHEC AND FORT JACKSON

ENVIRONMENTAL AND MEET ALL OF THE LAND DISTURBANCE PERMIT

REQUIREMENTS.

CONSTRUCTION SEQUENCE:

1. SEE SHEET C-501 THROUGH C-512 FOR CIVIL DETAILS.

2. ALL CONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE

THE EXTENT OF THE PROJECT.

3. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO EXISTING

STORM INLETS.

4. ALL AREAS WHERE EXISTING CONCRETE SLABS, SITE FEATURES, AND

FOUNDATIONS ARE REMOVED SHALL BE FILLED TO EXISTING GRADE AND

SLOPED FOR POSITIVE DRAINAGE.

5. ALL DISTURBED AREAS TO BE SODDED (PERMANENT) /GRASSED (TEMPORARY)

AFTER GRADING ACTIVITY HAS BEEN COMPLETED.

6. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE.

7. UNLESS NOTED OTHERWISE, DEMOLITION WORK ENTAILS COMPLETE REMOVAL

OF SITE FEATURES AND STRUCTURES IN THEIR ENTIRETY, INCLUDING BUT NOT

LIMITED TO LIGHTING FIXTURES, HAZARDOUS MATERIALS, BUILDING

MECHANICAL AND PLUMBING SYSTEMS, FLOOR SLABS, FOUNDATIONS, PILES IF

ENCOUNTERED, AND ALL ASSOCIATED UTILITIES, UNLESS NOTED OTHERWISE.

8. SAW CUT AND REMOVE ALL EXISTING PAVEMENT AS NOTED ON PLANS. PROVIDE

NEAT AND CLEAN JOINTS/EDGES AT PAVEMENT TO REMAIN.

9. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND

REPLACEMENT OF PAVEMENT AS NECESSARY TO CONSTRUCT THE PROJECT.

10. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE REPAIR OF ANY

DAMAGE DONE TO ANY NEW AND EXISTING SITE ITEMS IN THE EXECUTION OF

HIS WORK UNDER THIS SECTION.

11. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING

CONDITIONS AND BE PREPARED TO ADEQUATELY CARE FOR AND SAFEGUARD

HIMSELF AND THE GOVERNMENT FROM DAMAGE.

12. OFFSITE BORROW NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT

SHALL BE PROVIDED BY THE CONTRACTOR FROM SOURCES DEVELOPED BY THE

CONTRACTOR.

13. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSUITABLE

MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION.

14. IF ANY SUSPECTED ARTIFACTS ARE DISCOVERED DURING GROUND DISTURBING

ACTIVITIES, ALL WORK SHOULD STOP AND NREAO (OR PROJECT MANAGER)

SHOULD BE NOTIFIED IMMEDIATELY.

15. ALL CONTRACTORS SHALL MEET ALL REQUIREMENTS OF THE APPROVED

SCDHEC LAND DISTURBANCE PERMIT AND BECOME FAMILIAR WITH AND

COMPLY WITH ALL EROSION AND SEDIMENT CONTROL AND STORMWATER

PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE SWPPP,

DRAWINGS, SPECIFICATIONS AND PERMITS, INCLUDING BUT NOT LIMITED TO

THE FOLLOWING FOR THE DURATION OF THE PROJECT: PROVIDE A SCDHEC

CERTIFIED EROSION INSPECTOR, PROVIDE WEEKLY INSPECTION REPORTS,

COMPLETE THE NOTICE OF TERMINATION (NOT) ONCE THE SITE IS STABILIZED

AND PROVIDE AS-BUILT SURVEY AS REQUIRED BY THE APPROVED PERMITS.

GENERAL NOTES:

EXISTING

CONCRETE

BUILDING OUTLINE

CONTOUR

WATER LINE (REC DRAWING)W DATUR W DATUR

EDGE OF PAVEMENT

POWER POLE

SANITARY SEWER (REC DRAWING)SS DATUR SS DATUR

SANITARY SEWER MANHOLE

TREE

STORM DRAIN

UNDERGROUND ELECTRICAL

(REC DRAWING)

UE DATUR UE DATUR

UNDERGROUND COMMUNICATIONS

(REC DRAWING)

TELEPHONE PEDESTAL

DROP INLET

WATER VALVE

HYDRANT

STEAM LINE (REC DRAWING)ST DATUR ST DATUR

WATER LINE

SANITARY SEWER

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRICAL

BENCHMARK

TU DATUR TU DATUR

POWER

POLE #1943

GRAVEL

ASPHALT

B-3 SOIL BORING TEST LOCATION

OVERHEAD ELECTRICAL

FIBER OPTICS

FENCE LINE

DCP TEST LOCATION

NEW

SWALE CENTERLINE

LIMITS OF CONSTRUCTION

CONSTRUCTION ENTRANCE

TO BE DEMOLISHED

EXISTING

CONCRETE PAVEMENT

BUILDING OUTLINE

CONTOUR

WATER LINE (REC DRAWING)W DATUR W DATUR

EDGE OF PAVEMENT

POWER POLE

SANITARY SEWER (REC DRAWING)SS DATUR SS DATUR

SANITARY SEWER MANHOLE

TREE

STORM DRAIN

UNDERGROUND ELECTRICAL

(REC DRAWING)

UE DATUR UE DATUR

UNDERGROUND COMMUNICATIONS

(REC DRAWING)

TELEPHONE PEDESTAL

DROP INLET

WATER VALVE

HYDRANT

WATER LINE

SANITARY SEWER

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRICAL

BENCHMARK

TU DATUR TU DATUR

POWER

POLE #1943

GRAVEL PAVEMENT

ASPHALT PAVEMENT

OVERHEAD ELECTRICAL

FIBER OPTICS

FENCE LINE

SITE STRUCTURE

SILT FENCE

C . M

O O

H O

DCP-4

SITE STRUCTURE

CLEAR ZONE

CLEANOUT

1. PALMETTO STATE UTILITY SERVICE (PSUS) IS RESPONSIBLE FOR ALL DESIGN, DEMOLITION, CONSTRUCTION AND MAINTENANCE OF SITE WATER AND SEWER UTILITIES. CONTRACTOR MUST COORDINATE WORK UNDER THIS CONTRACT WITH WORK TO BE COMPLETED BY PSUS. CONTACT PSUS CAPITAL PROJECT SUPERVISOR, CHAD MCCULLOUGH, 803.904.2852 (CHAD.MCCULLOUGH@ASUSINC.COM).

2. MARK ALL SUBSURFACE OR OTHER NOTEWORTHY ITEMS FOR AWARENESS DURING CONSTRUCTION. ITEMS FOR LOCATING INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

ELECTRIC LINES/COMPONENTS, WATER LINES/COMPONENTS, SEWER LINES/COMPONENTS, TELECOMMUNICATION LINES/COMPONENTS, ETC...

CONTRACTOR TO ALSO CALL PUPS, 811 OR (888) 721-7877, BEFORE ANY EXCAVATION AND COORDINATE WITH FORT JACKSON ON LOCATING REQUIREMENTS. SOUTH CAROLINA STATE LAW REQUIRES ANY ACTIVITY THAT RESULTS IN THE MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER MATERIALS IN OR ON THE GROUND REQUIRES THE EXCAVATOR TO CONTACT THE UTILITY COMPANY OR ONE CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH EXCAVATOR IS REQUIRED TO WAIT 72-HOURS OR 3 BUSINESS DAYS BEFORE STARTING THE DIGGING WORK.

3. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROVIDED BY FORT JACKSON GIS. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

4. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS, AND DRAINAGE STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZES, AND DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

5. CONTRACTOR TO VERIFY EXISTING UTILITY (STORM DRAIN, WATER LINE, ETC...) LINE SIZES AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BEFORE ORDERING MATERIALS.

6. CONTRACTOR SHALL FIELD ADJUST MANHOLE RIMS, FIRE HYDRANTS, VALVES AND APPURTENANCES TO MATCH FINISHED GROUND ELEVATIONS (IF NECESSARY).

7. THE CONTRACTOR SHALL PLACE NECESSARY TOPSOIL AND GRASS AS SPECIFIED ON THE SHEETS IN ALL DISTURBED LOCATIONS NOT TO BE PAVED. CONTRACTOR SHALL PROVIDE EFFECTIVE WATERING AND

PERIODIC INSPECTION TO ENSURE GROWTH OF GRASS.

8. THE WATER DISTRIBUTION AND SANITARY SEWER SYSTEMS ON FORT JACKSON ARE MAINTAINED BY PALMETTO STATE UTILITY SERVICES (PSUS). ALL UTILITY WORK (WATER & SEWER) SHALL BE PREFORMED IN

ACCORDANCE WITH THE REQUIREMENTS OF PSUS. WHERE DISCREPANCIES EXIST BETWEEN THESE DOCUMENTS AND PSUS REQUIREMENTS, THE REQUIREMENTS OF PSUS SHALL BE ADHERED TO. THE CONTRACTOR SHALL BE AWARE OF ALL PSUS NOTES FOR MATERIAL AND WORKMANSHIP INFORMATION AND PROCEDURES. ANY WORK ASSOCIATED WITH THE PSUS SYSTEM IS PERFORMED BY A SC CERTIFIED UTILITY CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH PSUS PRIOR TO ANY CONSTRUCTION EFFORTS.

9. ALL WATER LINES TO BE POLYVINYL CHLORIDE (PVC - C900) PIPE WITH RESTRAINED JOINTS (RJ) WITH MECHANICAL JOINTS AND THRUST BLOCKING. WATER FITTINGS TO BE RESTRAINED JOINT (RJ) DUCTILE IRON

WITH MECHANICAL JOINTS AND THRUST BLOCKING.

10. MAINTAIN A MINIMUM 3' COVER TO TOP OF PIPE FOR ALL PVC WATER AND SEWER LINES.

11. MAINTAIN A MINIMUM 2' COVER TO TOP OF PIPE FOR ALL DUCTILE IRON WATER AND SEWER LINES.

12. CONTRACTOR RESPONSIBLE FOR ALL BY-PASS PUMPING OPERATIONS.

13. CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT PROPER TRAFFIC CONTROL PROVISIONS AND ANY DEVICES REQUIRED TO IDENTIFY OBSTRUCTIONS OR HAZARDS WITHIN THE ROADWAY.

UTILITY NOTES:

SUB-GRADE DRAIN

WETLAND WETLAND

7/13/2022

45079, W

2Q R

Pl an s-

POWER POLE #30

POWER

POLE

POWER POLE

W/ METER

POWER

POLE #1933

WALLACE ST

W D

ATU

W D

ATU

W DATUR W DATUR W DATUR W DATUR W DATUR

W DATUR W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR

W DATUR W DATUR W DATUR

W D

ATU

W D

ATU

W DATUR

U E D

ATU

U E D

ATU

UE DATUR

TU DATUR TU DATUR

TU DATUR

TU DATUR TU DATUR TU DATUR

SS DATUR

SS D

ATU

SS D

ATU

SS DATUR

X X

XXXXXXXXXX

X X

X X X X X X X

30' W

ETLAND BUFFER

W DATUR

8" DIP WATER MAIN (PSUS)A

B C-101

100' 0 100' 200'

SCALE: 1" = 100'

GRAPHIC SCALE

OVERALL SITE PLANA1 SCALE: 1" = 100'-0"

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

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US Army Corps of Engineers ®

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NORTH

C . M

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EWELL STREET EWELL STREET

PRESTON STREET

7/13/2022

2Q R

Pl an s-

BORE

B-5

BORE B-10

BORE

B-6

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

ASPHALT

PAD

COMMUNICATION

TOWER ACCESS

FENCE

POWER POLE #30

UTILITY

POLE

W O

O D

COMMUNICATION PEDESTAL

FIBER OPTIC COMMUNICATION BOX

310'

295'

275'

7'275'

277'

0' 28 5'

0' 295'

300'

305'

305' 304'

303'

302'

301'

300'

299'

298'

297' 296'

294'

293'

292'

312'

313'

EWELL STREET EWELL STREETASPHALT ROAD

G R

R O

T R

G R

R O

FIBER OPTIC

LINE

COMMUNICATION

LINE

GATE

POST

48.2'

295'

290'

285'

SEWER MANHOLE:

RIM ELEV.: 286.89'

INV. 6" D.I.P.: 281.30' (A)

INV. 6" D.I.P.: 281.53' (B)

INV. 6" D.I.P.: 281.22' (C)

SEWER MANHOLE:

RIM ELEV.: 296.03'

INV. 6" D.I.P.: 290.09' (A)

INV. 6" D.I.P.: 290.26' (B)

INV. 6" D.I.P.: 290.26' (C)

INV. 6" D.I.P.: 290.28' (D)

DATUR

W D

ATU

W DATUR

W D

W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR

W DATUR

TU DATUR TU DATUR

SS DATUR SS DATUR

W D

CONCRETE

PAD

CONCRETE

PAD

BORE

B-2

COMMUNICATION BOX

CONCRETE

PAD

ASPHALT

PAD

BORE B-1

BORE

B-9

DCP-1 DCP-5 DCP-9

DCP-10

DCP-6

DCP-2

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

VF101

G C

O N

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

EXISTING CONDITIONS PLAN - AREA AA1 SCALE: 1" = 40'-0"

SURVEY NOTES

1. THE PURPOSE OF THIS EXHIBIT IS TO SHOW

THE TOPOGRAPHY OF THE SUBJECT AREA

SHOWN AND TO SURVEY THE UNDERGROUND

UTILITIES WITHIN THE PROJECT BOUNDARY.

2. THIS PROPERTY IS LOCATED IN FLOOD ZONE

"X" AS INDICATED ON FLOOD INSURANCE RATE

MAP #45079C0381L, DATED DECEMBER 21, 2017.

3. THE BENCHMARKS SHOWN HEREON ARE

BASED ON SOUTH CAROLINA STATE PLANE

COORDINATES, NAD 83 (2011 ADJUSTMENT),

INTERNATIONAL FEET, AS DETERMINED BY

GLOBAL NAVIGATION SATELLITE SYSTEM

(GNSS).

4. NO WETLANDS WERE LOCATED OR

DELINEATED DURING THE COURSE OF THIS

SURVEY. WETLANDS SHOWN HEREON ARE

BASED ON FORT JACKSON GIS DATA.

5. CONSIDERABLE EFFORT HAS BEEN MADE TO

DETERMINE THE LOCATION OF UNDERGROUND

UTILITIES. UTILITIES SHOWN HEREON WERE

MARKED AND CHECKED BY GEL SOLUTIONS,

LLC. (843) 769-7379

6. INFORMATION SHOWN OUTSIDE OF SURVEY

LIMITS IS PROVIDED BY FORT JACKSON GIS.

7. SEE SHEET C-001 FOR GENERAL NOTES AND

LEGENDS.

8. SURVEY PROVIDED BY:

GEL SOLUTIONS INC.

PO BOX 30712

CHARLESTON, SC 29417

OFFICE: 843.769.7378

FAX: 843.769.7379

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

NORTH

CERTIFICATION NOTE

I HEREBY STATE TO THE BEST OF MY KNOWLEDGE, INFORMATION

AND BELIEF THE SURVEY SHOWN HEREON WAS MADE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE MINIMUM

STANDARDS MANUAL FOR THE PRACTICE OF LAND SURVEYING IN

SOUTH CAROLINA, AND MEETS OR EXCEEDS THE REQUIREMENTS

FOR A CLASS "A" SURVEY AS SPECIFIED THEREIN.

GARREN B. MULLINAX S.C. REG. # 27456

342 Riverchase Way, Lexington, SC 29072 (843) 769-7378

C . M

O O

H O

SEALED AND SIGNED SURVEY

ATTACHED SEPERATELY

2Q R

Pl an s-

BORE

B-12BORE

B-8

BORE

B-4

CONCRETE

PAD

WATER

SPIGOT

POWER POLE

#1945

POWER POLE

#1941

POWER

POLE

POWER POLE

#1949

POWER

POLE #1943

POWER POLE

W/METER

CONC.

SIDEWALK

METAL

BUILDING

F.F.E.: 285.34'

OPEN-AIR

SHELTER

WOOD

BUILDING

OPEN-AIR

SHELTER

292'

291'

289' 287'

286' 284'

3'282'

281'280'27 9'

296'

295'

290'

255'

260'

265'

270'

280'

285'

279'

280'

281'

285'

8' 289'

290'

289'28 7'

265'

0' 27

5' 290'

295'

TBM 3/4 REBAR

N: 783,037.24' E: 2,020,956.73'

ELEV.: 293.98'

PRESTON STREETPRESTON STREET

POWER POLE

#1947

POWER POLE

#1951

GRAVEL ROADGRAVEL ROAD

GRAVEL ROAD GRAVEL ROAD

G R

R O

SEWER MANHOLE:

RIM ELEV.: 284.37'

INV. ELEV.: DEBRIS FILLED

48.2'

79.19'

10.78' 16.18'

32.43'

290'

SEWER MANHOLE:

RIM ELEV.: 284.37'

INV. 6" D.I.P.: 271.25' (A)

INV. 6" D.I.P.: 270.97' (B)

INV. 6" D.I.P.: 270.86' (C)

WALLACE ST

SS DATUR

TBM 3/4 REBAR

N: 783,403.45' E: 2,020,219.69'

ELEV.: 277.08'

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

VF102

G C

O N

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

EXISTING CONDITIONS PLAN - AREA BA1 SCALE: 1" = 40'-0"

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

NORTH

1. THE PURPOSE OF THIS EXHIBIT IS TO SHOW

THE TOPOGRAPHY OF THE SUBJECT AREA

SHOWN AND TO SURVEY THE UNDERGROUND

UTILITIES WITHIN THE PROJECT BOUNDARY.

2. THIS PROPERTY IS LOCATED IN FLOOD ZONE

"X" AS INDICATED ON FLOOD INSURANCE RATE

MAP #45079C0381L, DATED DECEMBER 21, 2017.

3. THE BENCHMARKS SHOWN HEREON ARE

BASED ON SOUTH CAROLINA STATE PLANE

COORDINATES, NAD 83 (2011 ADJUSTMENT),

INTERNATIONAL FEET, AS DETERMINED BY

GLOBAL NAVIGATION SATELLITE SYSTEM

(GNSS).

4. NO WETLANDS WERE LOCATED OR

DELINEATED DURING THE COURSE OF THIS

SURVEY. WETLANDS SHOWN HEREON ARE

BASED ON FORT JACKSON GIS DATA.

5. CONSIDERABLE EFFORT HAS BEEN MADE TO

DETERMINE THE LOCATION OF UNDERGROUND

UTILITIES. UTILITIES SHOWN HEREON WERE

MARKED AND CHECKED BY GEL SOLUTIONS,

LLC. (843) 769-7379

6. INFORMATION SHOWN OUTSIDE OF SURVEY

LIMITS IS PROVIDED BY FORT JACKSON GIS.

7. SEE SHEET C-001 FOR GENERAL NOTES AND

LEGENDS.

8. SURVEY PROVIDED BY:

GEL SOLUTIONS INC.

PO BOX 30712

CHARLESTON, SC 29417

OFFICE: 843.769.7378

FAX: 843.769.7379

CERTIFICATION NOTE

I HEREBY STATE TO THE BEST OF MY KNOWLEDGE, INFORMATION

AND BELIEF THE SURVEY SHOWN HEREON WAS MADE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE MINIMUM

STANDARDS MANUAL FOR THE PRACTICE OF LAND SURVEYING IN

SOUTH CAROLINA, AND MEETS OR EXCEEDS THE REQUIREMENTS

FOR A CLASS "A" SURVEY AS SPECIFIED THEREIN.

GARREN B. MULLINAX S.C. REG. # 27456

342 Riverchase Way, Lexington, SC 29072 (843) 769-7378

SURVEY NOTES

C . M

O O

H O

SEALED AND SIGNED SURVEY

ATTACHED SEPERATELY

A B

2Q R

Pl an s-

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

D B

C H

E C

K E

D B

A N

S I D

U E

D A

C O

A C

T N

S O

N N

2 3 4 5 6 7 8 9 10

D A

A R

K D

E S

C R

O N

, P

U M

B E

R : 4

D R

. M A

N L

E R

G P

, K E

C K

N U

M B

E R

D R

A W

C O

D E

US Army Corps of Engineers ®

C E

M S

E N

E E

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

C K

S O

N , S

O U

A R

N A

T R

E A

E S

S D

, N E

P R

C T

N U

M B

E R

: 9

C E

M S

P ro je ct

N o.

P ro je ct M an ag er

-0

C hr is

M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

B-101

B O

G L

O G

S (B

-1 , B

-2 , B

-4 , B

-5 , B

-6 , A

N D

B -8

C . M

O O

A R

R O

S . T

H O

M A

GENERAL NOTES

1. SEE SHEET VF101 AND VF102 FOR BORING

AND DCP TEST LOCATIONS.

2Q R

Pl an s-

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

D B

C H

E C

K E

D B

A N

S I D

U E

D A

C O

A C

T N

S O

N N

2 3 4 5 6 7 8 9 10

D A

A R

K D

E S

C R

O N

, P

U M

B E

R : 4

D R

. M A

N L

E R

G P

, K E

C K

N U

M B

E R

D R

A W

C O

D E

US Army Corps of Engineers ®

C E

M S

E N

E E

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

C K

S O

N , S

O U

A R

N A

T R

E A

E S

S D

, N E

P R

C T

N U

M B

E R

: 9

C E

M S

P ro je ct

N o.

P ro je ct M an ag er

-0

C hr is

M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

B-102

B O

G L

O G

S (B

-9 , B

-1 0, A N

D B

-1 2)

D C

P T

E S

G S

(D C

P -1

, D C

P -2

, D C

P -5

C . M

O O

A R

R O

S . T

H O

M A

GENERAL NOTES

1. SEE SHEET VF101 AND VF102 FOR BORING

AND DCP TEST LOCATIONS.

2Q R

Pl an s-

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

D B

C H

E C

K E

D B

A N

S I D

U E

D A

C O

A C

T N

S O

N N

2 3 4 5 6 7 8 9 10

D A

A R

K D

E S

C R

O N

, P

U M

B E

R : 4

D R

. M A

N L

E R

G P

, K E

C K

N U

M B

E R

D R

A W

C O

D E

US Army Corps of Engineers ®

C E

M S

E N

E E

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

C K

S O

N , S

O U

A R

N A

T R

E A

E S

S D

, N E

P R

C T

N U

M B

E R

: 9

C E

M S

P ro je ct

N o.

P ro je ct M an ag er

-0

C hr is

M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

B-103

D C

P T

E S

G S

(D C

P -6

, D C

P -9

, D C

P -1

C . M

O O

A R

R O

S . T

H O

M A

GENERAL NOTES

1. SEE SHEET VF101 AND VF102 FOR BORING

AND DCP TEST LOCATIONS.

2Q R

Pl an s-

XXX

X X X

X X

X CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

ASPHALT

PAD

ASPHALT

PAD

COMMUNICATION

TOWER ACCESS

FENCE

POWER POLE #30

UTILITY

POLE

W O

O D

COMMUNICATION

PEDESTAL

FIBER OPTIC

COMMUNICATION BOX

310'

295'

275'

7'275'

277'

0' 28 5'

0' 295'

300'

305'

305' 304'

303'

302'

301'

300'

299'

298'

297' 296'

294'

293'

292'

312'

313'

EWELL STREET EWELL STREETASPHALT ROAD

R O

G R

R O

FIBER OPTIC

LINE

COMMUNICATION

LINE

GATE

POST

48.2'

295'

290'

285'

SEWER MANHOLE:

RIM ELEV.: 286.89'

INV. 6" D.I.P.: 281.30' (A)

INV. 6" D.I.P.: 281.53' (B)

INV. 6" D.I.P.: 281.22' (C)

SEWER MANHOLE:

RIM ELEV.: 296.03'

INV. 6" D.I.P.: 290.09' (A)

INV. 6" D.I.P.: 290.26' (B)

INV. 6" D.I.P.: 290.26' (C)

INV. 6" D.I.P.: 290.28' (D)

DATUR

W D

ATU

W DATUR

W D

W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR

W DATUR

TU DATUR TU DATUR

SD D

ATU

SS DATUR SS DATUR

W D

CONCRETE

PAD

LIMITS OF

CONSTRUCTION (TYP)

CONCRETE

PAD

REMOVE METAL

REMOVE

CONCRETE PAD

REMOVE CONCRETE PAD

REMOVE

CONCRETE PAD

REMOVE

CONCRETE

PAD

REMOVE UNDERGROUND

COMMUNICATIONS LINE

FROM UTILITY POLE TO

POWER POLE #1945

REMOVE UNDERGROUNDREMOVE POWER REMOVE

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE (TYP)

SEWER MANHOLE AND

(3) 6" DIP PIPES TO BE

ABANDONED IN PLACE

(SEE NOTES)

SEWER MANHOLE AND (4) 6" DIP PIPES TO

BE ABANDONED IN PLACE (SEE NOTES)

CUT AND CAP EXISTING 4"

(ASSUMED) WATER SERVICE

REMOVE

OVERHEAD

ELECTRICAL

LINE FROM

POWER POLE

W/ METER TO

WOOD BUILDING

REMOVE 6" DIP

WATER MAIN (PSUS)

COMMUNICATION

PEDESTAL

REMOVE

CONCRETE PAD

W DATUR

W D

ATU

W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR

W D

R W

U R

W D

R W

U R

W D

R W

U R

W D

REMOVE 6" DIP

WATER MAIN (PSUS)

8" DIP WATER MAIN (PSUS)

UTILITY POLE TO BE RELOCATED

BY UTILITY PROVIDER

REINFORCED

SILT FENCE (TYP)

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

CD101

N A

N D

N C

O N

NORTH

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

SITE DEMOLITION AND INITIAL EROSION CONTROL PLAN - AREA AA1 SCALE: 1" = 40'-0"

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

GENERAL NOTES

C . M

O O

H O

1. SEE SHEET C-001 FOR LEGEND.

2. SEE SHEET C-001 FOR CONSTRUCTION

SEQUENCE TO ENSURE PROPER EFFORTS /

MEASURES ARE IN PLACE FOR SCDHEC

COMPLIANCE.

3. SITE CONTAINS SEVERAL UNDERGROUND /

OVERHEAD EXISTING UTILITIES THAT SERVE

FEATURES ON SITE. THESE UTILITIES ARE TO

BE REMOVED / ABANDONED AS PART OF THIS

SCOPE OF WORK AND AS SHOWN ON PLANS.

4. CONTRACTOR SHALL COORDINATE UTILITY

DEMOLITION WITH PROPER UTILITY ENTITY

PRIOR TO CONSTRUCTION.

A. PSUS (WATER & SEWER)

B. FORT JACKSON DPW (STORM)

C. DOMINION ENERGY (POWER)

5. CONTRACTOR SHALL VERIFY THE EXACT

LOCATION THROUGH AS-BUILTS OR SITE

INVESTIGATION PRIOR TO DEMOLITION WORK.

6. EXISTING SANITARY SEWER MANHOLES SHALL

BE ABANDONED IN PLACE. MANHOLES SHALL

BE CUT / REMOVED TO 4' BELOW EXISTING

GRADE. THE REMAINING MANHOLE SECTION

SHALL REMAIN BELOW GRADE. MANHOLES

SHALL BE BACKFILLED WITH SUITABLE FILL BY

OTHERS PRIOR TO SITE GRADING OPERATIONS

AND IN ACCORDANCE WITH PSUS.

7. SANITARY SEWER PIPE INVERTS SHALL BE

SEALED WATERTIGHT (GROUTED, ETC.) IN

MANHOLES PRIOR TO BACKFILLING. REMAINING

PIPE SHALL BE ABANDONED IN PLACE.

8. ANY PAVEMENT REMOVAL SHALL BE PROPERLY

SAWCUT TO PROVIDE CLEAN AND NEAT EDGES.

9. PALMETTO STATE UTILITY SERVICE (PSUS) IS

RESPONSIBLE FOR ALL DESIGN, DEMOLITION,

CONSTRUCTION AND MAINTENANCE OF SITE

WATER AND SEWER UTILITIES. CONTRACTOR

MUST COORDINATE WORK UNDER THIS

CONTRACT WITH WORK TO BE COMPLETED BY

PSUS. CONTACT PSUS CAPITAL PROJECT

SUPERVISOR, CHAD MCCULLOUGH,

803.904.2852

(CHAD.MCCULLOUGH@ASUSINC.COM).

7/13/2022

2Q R

Pl an s-

CONCRETE

PAD

WATER

SPIGOT

POWER POLE

#1945

POWER POLE

#1941

POWER

POLE

POWER POLE

#1949

POWER

POLE #1943

POWER POLE

W/ METER

CONC.

SIDEWALK

METAL

BUILDING

F.F.E.: 285.34'

OPEN-AIR

SHELTER WOOD

BUILDING

OPEN-AIR

SHELTER

292'

291'

289' 287'

286' 284'

3'282'

281'280'27 9'

296'

295'

290'

255'

260'

265'

270'

280'

285'

279'

280'

281'

285'

8' 289'

290'

289'28 7'

265'

0' 27

5' 290'

295'

TBM 3/4 REBAR

N: 783,037.24' E: 2,020,956.73'

ELEV.: 293.98'

TBM 3/4 REBAR

N: 783,403.45' E: 2,020,219.69'

ELEV.: 277.08'

PRESTON STREETPRESTON STREET

POWER POLE

#1947

POWER

POLE #1951

GRAVEL ROADGRAVEL ROAD

GRAVEL ROAD

G R

R O

SEWER MANHOLE:

RIM ELEV.: 284.37'

INV. ELEV.: DEBRIS FILLED

48.2'

79.19'

10.78' 16.18'

32.43'

290'

SEWER MANHOLE:

RIM ELEV.: 284.37'

INV. 6" D.I.P.: 271.25' (A)

INV. 6" D.I.P.: 270.97' (B)

INV. 6" D.I.P.: 270.86' (C)

WALLACE ST

SS DATUR

REMOVE CONCRETE

SIDEWALK REMOVE GRAVEL

ROAD

LIMITS OF

CONSTRUCTION (TYP)

REMOVE METAL

BUILDING AND

ASSOCIATED EQUIPMENT

REMOVE WATER SPIGOT

REMOVE

CONCRETE PAD

REMOVE CONCRETE

PAD

REMOVE UNDERGROUND

COMMUNICATIONS LINE FROM UTILITY

POLE TO POWER POLE #1945

SEWER MANHOLE AND (3) 6" DIP

PIPES TO BE ABANDONED IN

PLACE

REMOVE POWER

POLE #1949

REMOVE POWER

POLE #1947

REMOVE POWER

POLE #1945

REMOVE POWER

POLE #1943

REMOVE POWER

POLE #1941

REMOVE

POWER

POLE

#1951

REMOVE OVERHEAD

ELECTRICAL LINE FROM

POWER POLE W/ METER

TO WOOD BUILDING

GRAVEL ROADGRAVEL ROAD

REMOVE WOOD

BUILDING AND SHELTER

SEWER MANHOLE TO BE

ABANDONED IN PLACE

(SEE NOTES)

REMOVE OVERHEAD

ELECTRICAL LINE FROM

POWER POLE #1947 TO

WOOD BUILDING

REMOVE SHELTER

CUT AND CAP

EXISTING 4" DIP

WATER SERVICE

(PSUS)

REMOVE UNDERGROUND

ELECTRICAL LINE FROM

POWER POLE W/ METER

TO METAL BUILDING

REMOVE 4" DIP WATER

SERVICE (PSUS)

30' W

ETLAND BUFFER

REMOVE GRAVEL

ROAD

98 LF OF DOUBLE ROW

REINFORCED SILT FENCE

125 LF OF DOUBLE ROW

REINFORCED SILT FENCE

REINFORCED

SILT FENCE (TYP)

REINFORCED

SILT FENCE (TYP)

24" SEDIMENT TUBE

12" SEDIMENT

TUBE (TYP)

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

CD102

N A

N D

N C

O N

C . M

O O

H O

NORTH

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

SITE DEMOLITION AND INITIAL EROSION CONTROL PLAN - AREA BA1 SCALE: 1" = 40'-0"

GENERAL NOTES

1. SEE SHEET C-001 FOR LEGEND.

2. SEE SHEET C-001 FOR CONSTRUCTION

SEQUENCE TO ENSURE PROPER EFFORTS /

MEASURES ARE IN PLACE FOR SCDHEC

COMPLIANCE.

3. SITE CONTAINS SEVERAL UNDERGROUND /

OVERHEAD EXISTING UTILITIES THAT SERVE

FEATURES ON SITE. THESE UTILITIES ARE TO

BE REMOVED / ABANDONED AS PART OF THIS

SCOPE OF WORK AND AS SHOWN ON PLANS.

4. CONTRACTOR SHALL COORDINATE UTILITY

DEMOLITION WITH PROPER UTILITY ENTITY

PRIOR TO CONSTRUCTION.

A. PSUS (WATER & SEWER)

B. FORT JACKSON DPW (STORM)

C. DOMINION ENERGY (POWER)

5. CONTRACTOR SHALL VERIFY THE EXACT

LOCATION THROUGH AS-BUILTS OR SITE

INVESTIGATION PRIOR TO DEMOLITION WORK.

6. EXISTING SANITARY SEWER MANHOLES SHALL

BE ABANDONED IN PLACE. MANHOLES SHALL

BE CUT / REMOVED TO 4' BELOW EXISTING

GRADE. THE REMAINING MANHOLE SECTION

SHALL REMAIN BELOW GRADE. MANHOLES

SHALL BE BACKFILLED WITH SUITABLE FILL BY

OTHERS PRIOR TO SITE GRADING OPERATIONS

AND IN ACCORDANCE WITH PSUS.

7. SANITARY SEWER PIPE INVERTS SHALL BE

SEALED WATERTIGHT (GROUTED, ETC.) IN

MANHOLES PRIOR TO BACKFILLING. REMAINING

PIPE SHALL BE ABANDONED IN PLACE.

8. ANY PAVEMENT REMOVAL SHALL BE PROPERLY

SAWCUT TO PROVIDE CLEAN AND NEAT EDGES.

9. PALMETTO STATE UTILITY SERVICE (PSUS) IS

RESPONSIBLE FOR ALL DESIGN, DEMOLITION,

CONSTRUCTION AND MAINTENANCE OF SITE

WATER AND SEWER UTILITIES. CONTRACTOR

MUST COORDINATE WORK UNDER THIS

CONTRACT WITH WORK TO BE COMPLETED BY

PSUS. CONTACT PSUS CAPITAL PROJECT

SUPERVISOR, CHAD MCCULLOUGH,

803.904.2852

(CHAD.MCCULLOUGH@ASUSINC.COM).

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

BUFFER MAINTENANCE:

ALL BMP'S MUST BE MAINTAINED THROUGHOUT THE

DURATION OF ALL LAND-DISTURBING ACTIVITIES UNTIL

FINAL STABILIZATION HAS BEEN REACHED ON ALL AREAS

DISCHARGING TO THE PROVIDED BUFFER ZONE. EACH

EROSION PREVENTION, SEDIMENT CONTROL, AND

VELOCITY DISSIPATING BMP DISCHARGING TO THE BUFFER

ZONE MUST BE MAINTAINED TO ENSURE THAT EACH BMP IS

CAPABLE OF ACHIEVING MAXIMUM POLLUTANT REMOVAL.

7/13/2022 FY

2Q R

Pl an s-

X X X

X X

CONCRETE

PAD

ASPHALT

PAD

ASPHALT

PAD

COMMUNICATION

TOWER ACCESS

FENCE

POWER POLE #30

W O

O D

COMMUNICATION

PEDESTAL

FIBER OPTIC

COMMUNICATION BOX

310'

295'

275'

7'275'

277'

0' 28 5'

0' 295'

300'

305'

305' 304'

303'

302'

301'

300'

299'

298'

297' 296'

294'

293'

292'

312'

313'

EWELL STREET EWELL STREETASPHALT ROAD

R O

G R

R O

FIBER OPTIC

LINE

COMMUNICATION

LINE

GATE

POST

295'

290'

285'

DATUR

W D

ATU

W DATUR

W D

W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR

W DATUR

TU DATUR TU DATUR

SD D

ATU

SS DATUR SS DATUR

W D

LIMITS OF

CONSTRUCTION (TYP)

REINFORCED

SILT FENCE (TYP)

TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE (TYP)

COMMUNICATION

PEDESTAL

12" SEDIMENT

TUBE (TYP)

12" SEDIMENT

TUBE (TYP)

TEMPORARY

DIVERSION

SWALE (TYP)

TEMPORARY

DIVERSION

SWALE (TYP)

280 295

W DATUR

W D

ATU

W DATUR W DATUR

8" DIP WATER MAIN (PSUS)

SEE GENERAL NOTE 7

CONCRETE

WASHOUT

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

CG101

R M

R O

N C

O N

L G

NORTH

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

INTERMEDIATE EROSION CONTROL AND INITIAL GRADING PLAN - AREA AA1 SCALE: 1" = 40'-0"

GENERAL NOTES

1. SEE SHEET C-001 FOR LEGEND.

2. SEE SHEET C-001 FOR CONSTRUCTION

SEQUENCE TO ENSURE PROPER

EFFORTS / MEASURES ARE IN PLACE FOR

SCDHEC COMPLIANCE.

3. CONTRACTOR SHALL BE RESPONSIBLE

FOR COMPLYING WITH PROPER SEEDING

REQUIREMENTS DURING GRADING

OPERATIONS ON DETAIL SHEET C-501.

4. SITE CONTAINS SEVERAL UNDERGROUND

/ OVERHEAD EXISTING UTILITIES THAT

SERVE FEATURES ON SITE. THESE

UTILITIES ARE TO BE REMOVED /

ABANDONED AS PART OF THIS SCOPE OF

WORK AND AS SHOWN ON PLANS.

5. CONTRACTOR SHALL COORDINATE

UTILITY DEMOLITION WITH PROPER

UTILITY ENTITY PRIOR TO

CONSTRUCTION.

A. PSUS (WATER & SEWER)

B. FORT JACKSON DPW (STORM)

C. DOMINION ENERGY (POWER)

6. ALL TEMPORARY SITE MEASURES SHALL

BE REMOVED DURING CONSTRUCTION OF

SITE IMPROVEMENTS AND FINAL

GRADING.

7. SITE IS HEAVILY WOODED. CONTRACTOR

SHALL BE RESPONSIBLE FOR TREE

CLEARING AND GRUBBING OF PROJECT

SITE (WITHIN LIMITS OF CONSTRUCTION).

SEE "SITE CLEARING NOTES" ON THIS

SHEET FOR MORE INFORMATION.

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

C . M

O O

H O

SITE CLEARING NOTES:

SITE IS HEAVILY WOODED. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE CLEARING AND

GRUBBING OF PROJECT SITE (WITHIN LIMITS OF CONSTRUCTION). CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY MIGRATORY BIRD SURVEYS AND/OR REMOVALS PRIOR TO TREE

REMOVAL OPERATIONS. SUGGESTED OPERATION DATES PER FORT JACKSON AND USACE.

- MAY 1 - SEPTEMBER 14: NO CLEARING AND GRUBBING

- SEPTEMBER 15 - APRIL 31: PERFORM CONSTRUCTION OR VEGETATION-CLEARING

ACTIVITIES, TO THE EXTENT POSSIBLE, TO ELIMINATE OR REDUCE POTENTIAL IMPACTS TO

BIRDS PROTECTED BY THE MIGRATORY BIRD TREATY ACT.

- MARCH 15 - DECEMBER 15: NEST SURVEYS REQUIRED TO BE CONDUCTED IN AREAS TO BE

CLEARED IF CONSTRUCTION WERE TO OCCUR (USFWS, 2019).

- DECEMBER 15 - MARCH 15: NO NEST SURVEY

- MARCH 15 - APRIL 30: NEST SURVEY REQUIRED

- SEPTEMBER 15 - DECEMBER 15: NEST SURVEY REQUIRED

7/13/2022

2Q R

Pl an s-

POWER

POLE

POWER POLE

W/ METER

292'

291'

289' 287'

286' 284'

3'282'

281'280'27 9'

296'

295'

290'

255'

260'

265'

270'

280'

285'

279'

280'

281'

285'

8' 289'

290'

289'28 7'

265'

0' 27

5' 290'

295'

TBM 3/4 REBAR

N: 783,037.24' E: 2,020,956.73'

ELEV.: 293.98'

TBM 3/4 REBAR

N: 783,403.45' E: 2,020,219.69'

ELEV.: 277.08'

PRESTON STREETPRESTON STREET

GRAVEL ROADGRAVEL ROAD

GRAVEL ROAD

G R

R O

290'

WALLACE ST

SS DATUR

LIMITS OF

CONSTRUCTION (TYP)

REINFORCED

SILT FENCE

(TYP)

30' W

ETLAND BUFFER

TEMPORARY RISER

AND SKIMMER

ROCK BERM

142 LF OF 18" HDPE

TEMPORARY OUTLET PIPE

FOREBAY

BERM FOREBAY

BERM

SEDIMENT BASIN

POROUS BAFFLES

RIP RAP APRON #3

(SEE DETAIL D1/C-505)

RIP RAP APRON #1

(SEE DETAIL

D1/C-505)

12" SEDIMENT

TUBE (TYP)

12" SEDIMENT

TUBE (TYP)

TEMPORARY

DIVERSION

SWALE (TYP)

TEMPORARY

DIVERSION

SWALE (TYP)

TEMPORARY EMERGENCY

SPILLWAY (APPROXIMATELY

48 CF OF RIP RAP)

104 LF OF 18" RCP,

CLASS IV @ 0.30%

TEMPORARY STOCKPILE

AREA WITH TEMPORARY

SILT FENCE FOR EXCAVATED

SOILS UNTIL SEDIMENT

BASIN IS COMPLETED

X X X X X X X X

X X

X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X

X X

290285280

125 LF OF DOUBLE ROW

REINFORCED SILT FENCE

98 LF OF DOUBLE ROW

REINFORCED SILT FENCE

SEE GENERAL NOTE 7

24" SEDIMENT TUBE

12" SEDIMENT

TUBE (TYP)

SILT FENCE

TIE-BACKS

"J-HOOKS"

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

CG102

R M

R O

N C

O N

L G

NORTH

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

INTERMEDIATE EROSION CONTROL AND INITIAL GRADING PLAN - AREA BA1 SCALE: 1" = 40'-0"

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

GENERAL NOTES

1. SEE SHEET C-001 FOR LEGEND.

2. SEE SHEET C-001 FOR CONSTRUCTION

SEQUENCE TO ENSURE PROPER

EFFORTS / MEASURES ARE IN PLACE FOR

SCDHEC COMPLIANCE.

3. CONTRACTOR SHALL BE RESPONSIBLE

FOR COMPLYING WITH PROPER SEEDING

REQUIREMENTS DURING GRADING

OPERATIONS ON DETAIL SHEET C-501.

4. SITE CONTAINS SEVERAL UNDERGROUND

/ OVERHEAD EXISTING UTILITIES THAT

SERVE FEATURES ON SITE. THESE

UTILITIES ARE TO BE REMOVED /

ABANDONED AS PART OF THIS SCOPE OF

WORK AND AS SHOWN ON PLANS.

5. CONTRACTOR SHALL COORDINATE

UTILITY DEMOLITION WITH PROPER

UTILITY ENTITY PRIOR TO

CONSTRUCTION.

A. PSUS (WATER & SEWER)

B. FORT JACKSON DPW (STORM)

C. DOMINION ENERGY (POWER)

6. ALL TEMPORARY SITE MEASURES SHALL

BE REMOVED DURING CONSTRUCTION OF

SITE IMPROVEMENTS AND FINAL

GRADING.

7. SITE IS HEAVILY WOODED. CONTRACTOR

SHALL BE RESPONSIBLE FOR TREE

CLEARING AND GRUBBING OF PROJECT

SITE (WITHIN LIMITS OF CONSTRUCTION).

SEE "SITE CLEARING NOTES" ON THIS

SHEET FOR MORE INFORMATION.

C . M

O O

H O

SITE CLEARING NOTES:

SITE IS HEAVILY WOODED. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE CLEARING AND

GRUBBING OF PROJECT SITE (WITHIN LIMITS OF CONSTRUCTION). CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY MIGRATORY BIRD SURVEYS AND/OR REMOVALS PRIOR TO TREE

REMOVAL OPERATIONS. SUGGESTED OPERATION DATES PER FORT JACKSON AND USACE.

- MAY 1 - SEPTEMBER 14: NO CLEARING AND GRUBBING

- SEPTEMBER 15 - APRIL 31: PERFORM CONSTRUCTION OR VEGETATION-CLEARING

ACTIVITIES, TO THE EXTENT POSSIBLE, TO ELIMINATE OR REDUCE POTENTIAL IMPACTS TO

BIRDS PROTECTED BY THE MIGRATORY BIRD TREATY ACT.

- MARCH 15 - DECEMBER 15: NEST SURVEYS REQUIRED TO BE CONDUCTED IN AREAS TO BE

CLEARED IF CONSTRUCTION WERE TO OCCUR (USFWS, 2019).

- DECEMBER 15 - MARCH 15: NO NEST SURVEY

- MARCH 15 - APRIL 30: NEST SURVEY REQUIRED

- SEPTEMBER 15 - DECEMBER 15: NEST SURVEY REQUIRED

BUFFER MAINTENANCE:

ALL BMP'S MUST BE MAINTAINED THROUGHOUT THE

DURATION OF ALL LAND-DISTURBING ACTIVITIES UNTIL

FINAL STABILIZATION HAS BEEN REACHED ON ALL AREAS

DISCHARGING TO THE PROVIDED BUFFER ZONE. EACH

EROSION PREVENTION, SEDIMENT CONTROL, AND

VELOCITY DISSIPATING BMP DISCHARGING TO THE BUFFER

ZONE MUST BE MAINTAINED TO ENSURE THAT EACH BMP IS

CAPABLE OF ACHIEVING MAXIMUM POLLUTANT REMOVAL.

7/13/2022

2Q R

Pl an s-

X X X

X X

CONCRETE

PAD

ASPHALT

PAD

ASPHALT

PAD

COMMUNICATION

TOWER ACCESS

FENCE

POWER POLE #30

W O

O D

310'

295'

275'

7'275'

277'

0' 28 5'

0' 295'

300'

305'

305' 304'

303'

302'

301'

300'

299'

298'

297' 296'

294'

293'

292'

312'

313'

EWELL STREET EWELL STREETASPHALT ROAD

R O

G R

R O

GATE

POST

295'

290'

285'

DATUR

W D

ATU

W DATUR

W D

W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR

W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR

W DATUR

TU DATUR TU DATUR

SD D

ATU

SS DATUR SS DATUR

W D

LIMITS OF

CONSTRUCTION (TYP)

INLET

PROTECTION

(TYP)

X X X

X X

X X X X X X X X X X X X X X X X X X X X

RIP RAP APRON #2

(SEE DETAIL D1/C-505) 12" SEDIMENT

TUBE (TYP)

SWALE

CENTERLINE

(TYP)

12" SEDIMENT

TUBE (TYP)

310290

SWALE

CENTERLINE (TYP)

GRATE INLET #8

RIM: 291.00

INV OUT: 287.00

6" SUB-GRADE

DRAIN (TYP)

128 LF OF 18" RCP, CLASS IV @ 1.56%

221 LF OF 15"

RCP @ 1.85%

CONCRETE HEADWALL

IE: 285.00

GRATE INLET #1

RIM: 289.80

INV OUT: 284.30

139 LF OF 15"

RCP @ 1.94%

GRATE INLET #7

RIM: 293.00

INV OUT: 287.00

W DATUR

W D

ATU

W DATUR W DATUR

8" DIP WATER MAIN (PSUS)

FINAL STABILIZATION (GRASSED AREAS

WITHIN CONSTRUCTION LIMITS) TO BE

SODDED FOR ALL DISTURBED AREAS

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

CG103

R O

N C

O N

D G

NORTH

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

FINAL EROSION CONTROL AND GRADING PLAN - AREA AA1 SCALE: 1" = 40'-0"

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

GENERAL NOTES

1. SEE SHEET C-001 FOR LEGEND.

2. SEE SHEET C-001 FOR CONSTRUCTION

SEQUENCE TO ENSURE PROPER

EFFORTS / MEASURES ARE IN PLACE FOR

SCDHEC COMPLIANCE.

3. CONTRACTOR SHALL BE RESPONSIBLE

FOR COMPLYING WITH PROPER SEEDING

REQUIREMENTS DURING GRADING

OPERATIONS ON DETAIL SHEET C-501.

4. SITE CONTAINS SEVERAL UNDERGROUND

/ OVERHEAD EXISTING UTILITIES THAT

SERVED FEATURES ON SITE. THESE

UTILITIES ARE TO BE REMOVED /

ABANDONED AS PART OF THIS SCOPE OF

WORK AND AS SHOWN ON PLANS.

5. CONTRACTOR SHALL COORDINATE

UTILITY DEMOLITION WITH PROPER

UTILITY ENTITY PRIOR TO

CONSTRUCTION.

A. PSUS (WATER & SEWER)

B. FORT JACKSON DPW (STORM)

C. DOMINION ENERGY (POWER)

C . M

O O

H O

7/13/2022

2Q R

Pl an s-

POWER POLE

W/ METER

292'

291'

289' 287'

286' 284'

3'282'

281'280'27 9'

296'

295'

290'

255'

260'

265'

270'

280'

285'

279'

280'

281'

285'

8' 289'

290'

289'28 7'

265'

0' 27

5' 290'

295'

TBM 3/4 REBAR

N: 783,037.24' E: 2,020,956.73'

ELEV.: 293.98'

TBM 3/4 REBAR

N: 783,403.45' E: 2,020,219.69'

ELEV.: 277.08'

PRESTON STREETPRESTON STREET

GRAVEL ROADGRAVEL ROAD

GRAVEL ROAD

G R

R O

290'

WALLACE ST

SS DATUR

SWALE

CENTERLINE

(TYP)

INLET PROTECTION (TYP)

X X

XXXXXXXXXXXXXXXXXXXXXXXXXX

X X

30' W

ETLAND BUFFER

RIP RAP APRON #3

(SEE DETAIL D1/C-505)

RIP RAP APRON #4

(SEE DETAIL D1/C-505)

RIP RAP APRON #1

(SEE DETAIL

D1/C-505)

24" SEDIMENT TUBE

17'X19' EMERGENCY

SPILLWAY RIP RAP APRON

W/ FABRIC AT ELEV. 269.0'

RIP RAP APRON #1

(SEE DETAIL D1/C-505)

12" SEDIMENT

TUBE (TYP)

SWALE CENTERLINE (TYP)

104 LF OF 18" RCP,

CLASS IV @ 0.30%

CONCRETE HEADWALL

IE 259.80

CONCRETE

HEADWALL

IE 290.92

GRATE INLET #6

RIM: 288.60

INV OUT: 283.60

GRATE INLET #5

RIM: 285.40

INV OUT: 279.90

6" SUB-GRADE DRAIN(TYP)

60 LF OF 24"

RCP @ 5.33%

177 LF OF 15" RCP @ 2.20%

174 LF OF 15"

RCP @ 2.12%

GRATE INLET #3

RIM: 283.80

INV OUT: 278.30

OUTLET STRUCTURE #1

RIM: 267.50

INV OUT: 263.00

GRATE INLET #2

RIM: 285.70

INV OUT: 280.20

120 LF OF 24"

RCP @ 1.92%

6" SUB-GRADE DRAIN

W/ CLEANOUTS (TYP)

CONCRETE

HEADWALL

IE: 290.60

GRATE INLET #4

RIM: 281.50

INV OUT: 276.00

64 LF OF 24"

RCP @ 13.3%

CONCRETE HEADWALL

IE 267.50

195 LF OF 18"

RCP @ 1.58%

FINAL STABILIZATION (GRASSED AREAS

WITHIN CONSTRUCTION LIMITS) TO BE

SODDED FOR ALL DISTURBED AREAS

12" SEDIMENT

TUBE (TYP)

24" SEDIMENT TUBE

MATCHLINE - AREA A

MATCHLINE - AREA B

MATCHLINE - AREA A

MATCHLINE - AREA B

CG104

R O

N C

O N

D G

NORTH

40' 0 40' 80'

SCALE: 1" = 40'

GRAPHIC SCALE

FINAL EROSION CONTROL AND GRADING PLAN - AREA BA1 SCALE: 1" = 40'-0"

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

, P

U M

: 4

D R

. M

L U

G P

E D

E, K

P2 N

U M

D R

G C

O D

US Army Corps of Engineers ®

2Q R

-1 7-

D -0

CERTIFIED FINAL DESIGN SUBMITTAL

O N

, S O

N A

N , N

T N

U M

: 9

S Pr oj ec t N o.

Pr oj ec t M an ag er

-0

C hr is M oo rin g w w w .c em s-ae .c om

S um m er vi lle

, S C

W ilm in gt on

, N C

GENERAL NOTES

1. SEE SHEET C-001 FOR LEGEND.

2. SEE SHEET C-001 FOR CONSTRUCTION

SEQUENCE TO ENSURE PROPER

EFFORTS / MEASURES ARE IN PLACE FOR

SCDHEC COMPLIANCE.

3. CONTRACTOR SHALL BE RESPONSIBLE

FOR COMPLYING WITH PROPER SEEDING

REQUIREMENTS DURING GRADING

OPERATIONS ON DETAIL SHEET C-501.

4. SITE CONTAINS SEVERAL UNDERGROUND

/ OVERHEAD EXISTING UTILITIES THAT

SERVED FEATURES ON SITE. THESE

UTILITIES ARE TO BE REMOVED /

ABANDONED AS PART OF THIS SCOPE OF

WORK AND AS SHOWN ON PLANS.

5. CONTRACTOR SHALL COORDINATE

UTILITY DEMOLITION WITH PROPER

UTILITY ENTITY PRIOR TO

CONSTRUCTION.

A. PSUS (WATER & SEWER)

B. FORT JACKSON DPW (STORM)

C. DOMINION ENERGY (POWER)

C . M

O O

H O

BUFFER MAINTENANCE:

ALL BMP'S MUST BE MAINTAINED THROUGHOUT THE

DURATION OF ALL LAND-DISTURBING ACTIVITIES UNTIL

FINAL STABILIZATION HAS BEEN REACHED ON ALL AREAS

DISCHARGING TO THE PROVIDED BUFFER ZONE. EACH

EROS…

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File details come from the government source that posted it. Updated Mar 13, 2023.