CG105.pdf

AC

C

E

C

C

AC

C

E

G ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

GENERATOR

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

STAIRS FOR ROOF ACCESS

LOT 61

N/F

LINNETTE M. EBANKS

PIN# 0812-72-88-4160

PID# 104599

DB 4925, PG 584

PB 107, PG 162

SEWER PIPE TERMINUS

NOT FOUND

EX DI 6

EX DI 5

EX DI 7

EX DI 8

EX DMH 2

EX SSMH 11

EX SSMH 1

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

CONCRETE

E

MONITORING

WELL (TYP.)

" V

CP

" R

CP

" R

CP

10" P

VC

8" CLAY

8" DIP

8" D

IP

" D

IP

8" CLAY

" V

CP

E

D

I

P

D

I

P

SSP1

SSP2

SS1

SS2

CE

TP

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SF

SF

SF

IP

CONTRACTOR

STAGING AND

LAYDOWN AREA

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

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RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

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1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

100% CONSTRUCTION

DOCUMENTS

VEG 22.04 12/29/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

CONSTRUCTION ENTRANCE

TREE PROTECTION

INLET PROTECTION

SILT FENCE

6.06

1. TEMPORARY STABILIZATION OF EXCAVATION SHOWN IS SCHEMATIC IN

NATURE. CONTRACT MUST PROVIDE SOE PLAN STAMPED BY A

LICENCE PROFESSIONAL ENGINEER.

2. REFER TO SHEET GC501 FOR EROSION AND SEDIMENT CONTROL

DETAILS.

1 TEMPORARY STABILIZATION OF EXCAVATION (SOE).

2 TEMPORARY CONSTRUCTION FENCE

3 TEMPORARY CONSTRUCTION GATE

E4

CS501

CE

TP

IP

SF

6.05

6.51

6.62

E6

CS501

1. CONSTRUCTION ENTRANCE, TREE PROTECTION, AND SILT FENCE

INSTALLED IN PHASE A IS TO REMAIN IN PHASE B.

2. TEMPORARY ABOVE GROUND FUEL STORAGE TANK INSTALLED IN

PHASE A IS TO REMAIN IN PHASE B.

3. REVISE LAYOUT OF TEMPORARY CONSTRUCTION FENCE FROM PHASE

A CONFIGURATION TO PHASE B CONFIGURATION IMMEDIATELY

FOLLOWING THE COMPLETION OF PHASE A.

4. CONTRACTOR MUST PROVIDE TEST PITS TO IDENTIFY THE EXTENTS

OF THE EXISTING UNDERGROUND STORAGE TANK.

5. ONCE EXACT LOCATION OF EXISTING UNDERGROUND STORAGE TANK

HAS BEEN ESTABLISHED, INSTALL SOE AND BEGIN

EXCAVATION/DEMOLITION OF EXISTING TANK. SOIL EXCAVATED

DURING THE DEMOLITION OF THE EXISTING TANK AND THE EXISTING

TANK MUST BE HAULED OFF-SITE TO AN APPROVED SOLID WASTE

MANAGEMENT FACILITY. EXCAVATED MATERIAL MUST NOT BE

STOCKPILED ON-SITE.

6. INSTALL 2-25,000 GALLON UNDERGROUND STORAGE TANKS AND

BACKFILL WITH IMPORTED SUITABLE MATERIAL AND COMPACT SOIL IN

ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. NEW

UNDERGROUND STORAGE TANKS MUST BE STORED AT AN OFF-SITE

STORAGE LOCATION PROVIDED BY THE CONTRACTOR UNTIL THE

TANKS ARE READY TO BE INSTALLED.

7. INSTALL FUEL POLISHER.

CIVIL EROSION AND SEDIMENT

CONTROL PLAN - PHASE 2

CG105

SEQUENCE OF CONSTRUCTION

LEGEND

0 5' 10' 20'

CIVIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 2F1 SCALE: 1" =10'