BryMtnFtHmby_Plans.pdf

CVR_fthmby.dgn 12/11/2009 7:59:41 AM

New Septic System

Site Improvements

S it e I m p r o v e m e n ts

B e r r y M o u n ta in P a r k

N e w S e p ti c S y s te m F o r t

H a m b y C a m p g r o u n d

W

K e r r S c o tt R e s e r v o ir I F

B N o

W

H N -0

-B -0

W. Kerr Scott Reservoir Wilkes County, North Carolina

Fort Hamby Campground

Berry Mountain Park

IFB No. W912HN-09-B-0038

This project was designed by the Wilmington District of the U.S. Army Corps of Engineers

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

berrymtnloc.dgn 12/11/2009 11:26:14 AM

0 1 21 1/2

Scale in Miles

NC 2

N C

North Wilkesboro

Wilkesboro

U.S. 421

N C

NC 18

NC 26

U.S.

N C

INDEX OF DRAWINGS

Berry Mountain Park

LOCATION MAP

P-1

P-2

P-3

P-4

P-5

P-6

P-7

P-8

P-9

P-10

P-11

P-12

P-13

P-14

P-15

P-16

BERRY MOUNTAIN PARK

FORT HAMBY CAMPGROUND

b e rr y m tn lo c .d n g

K S

E F

D

E F

D

N O

V

TITLE A

A.C. AIR CONDITIONED

A.D. AREA DRAIN

A.F.F. ABOVE FINISH FLOOR

A.H.U. AIR HANDLING UNIT

ALT. ALTERNATE

ALUM. ALUMINUM

AMP.,A AMPERES

A.O. ACCESS OPENING

APPROX. APPROXIMATELY

ARCH. ARCHITECTURAL

A.T.C. ACOUSTICAL TILE CEILING

A.B. ANCHOR BOLT

BAL. BALANCE

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

B.T.U.H. BRITISH THERMAL UNIT/HR.

CAB. CABINET

CAP. CAPACITY

C/B CIRCUIT BREAKER

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F.M. CUBIC FEET/MINUTE

CIRC. CIRCULATING

C.J.

CK’D CHECKERED

CKT. CIRCUIT

C.L. CENTER LINE

CIEL.,CLG.CEILING

CLJ.

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

COND. CONDESATE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT’R. CONTRACTOR

CONTR. JT.CONTRACTION JOINT

C.T. CERAMIC TILE

C.T.B. CERAMIC TILE BASE

C. TO C. CENTER TO CENTER

CU. FT.,CF.CUBIC FEET

DET. DETAIL

DIA. DIAMETER

DIFF. DIFFUSER

DIM. DIMENSION

DISC. DISCONNECT

DN. DOWN

DR. DOOR

D.S. DOWNSPOUT

DWG. (S) DRAWING (S)

DSB DOUBLE STRENGTH "B" GLASS

EA. EACH

E.C. EMPTY CONDUIT

E.F. EXHAUST FAN

EL., ELEV. ELEVATION

ELEC. ELECTRIC

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXH. EXHAUST

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

EXIST. EXISTING

F.A. FIRE ALARM

F.C. FLEXIBLE CONNECTION

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FL. FLOOR

FT. FOOT - FEET

FTG. FOOTING

FDN. FOUNDATION

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GL. GLASS

GND. GROUND

GOV’T GOVERNMENT

G.P.H. GALLONS/HOUR

G.P.M. GALLONS/MINUTE

GR. GRILLE

G.W.B. GYPSUM WALL BOARD

GYP. GYPSUM

H. HIGH

H.B. HOSE BIBB

H.C. HOLLOW CORE

HT. HEIGHT

H.M. HOLLOW METAL

H.P. HORSE POWER

HR. HOUR

HTG. HEATING

HTR. HEATER

HVAC HEATING, VENTILATION & AIR CONDITIONING

HW., HDWE. HARDWARE

HYD. HYDRANT

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

I.E. INVERT

IN. INCHES

INCAND. INCANDESCENT

INSUL. INSULATION

INT. INTERIOR

J.B. JUNCTION BOX

JCT. JUNCTION

JT. JOINT

KVA KILOVOLT AMPERE

KW. KILOWATT

LB. POUND

LG. LONG

L.P. LIGHTING PANEL

LTG. LIGHTING

LAV. LAVATORY

M. MOTOR

MAINTENANCEMAINT.

MAX. MAXIMUM

M.D.P. MAIN DISTRIBUTION PANEL

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THRESHOLD

MTD. MOUNTED

MTG. MOUNTING

M.V. MECHANICAL VENTILATION

M.G.T. MATTE GLAZE TILE

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NO., # NUMBER

O.A. OUTDOOR AIR

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

OL. OVERLOAD

OPNG. OPENING

OPP. OPPOSITE

O.S.D. OPEN SIGHT DRAIN

P. PAPER

PART’N. PARTITION

PER. PERIMETER

PL. PLATE

PLBG. PLUMBING

PLYD. PLYWOOD

PNL. PANEL

PRESS. PRESSURE

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PSIG POUNDS / SQUARE INCH GAGE

PT. POINT

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

QTR. QUARTER

QUAN. QUANTITY

R. RISER

R.A. RETURN AIR

RAD. RADIUS

RD. ROUND

REC’D. RECESSED

RECIRC. RECIRCULATING

RECP. RECEPTACLE

REF.

REINF. REINFORCING

REQ’D. REQUIRED

RET. RETURN

R.G. RETURN GRILLE

RM. ROOM

S. SUPPLY

S.A. SUPPLY AIR

SCH. SCHEDULE

SECT. SECTION

SERV. SERVICE

SHT. SHEET

SIM.

SPEC. SPECIFICATIONS

SQ. FT., SF SQUARE FEET

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURAL

SUSP. SUSPENDED

SW. SWITCH

STD. STANDARD

T., TOIL. TOILET

TEL. TELEPHONE

TEMP. TEMPERATURE

THK. THICKNESS

THD. THRESHOLD

TYP. TYPICAL

T.T.D. TOILET TISSUE DISPENSER

T.O.S. TOP OF STEEL

T & G TONGUE & GROOVE

TR. TREAD

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U.O.N. UNLESS OTHERWISE NOTED

V. VOLT

V.C.T. VINYL COMPOSITION TILE

VENT. VENTILATION

VERT. VERTICAL

VTR. VENT THRU ROOF

W

W. WATT

W/ WITH

WD. WOOD

W.G. WATER GAGE

WP. WEATHERPROOF

WTR. WATER

W.W.F. WELDED WIRE FABRIC

W.C. WATER CLOSET

W.H. WATER HEATER

U

V

A.C.M. ASBESTOS CONTAINING MATERIAL

R.P.M. REVOLUTIONS / MINUTE

R.O. ROUGH OPENING

FR. FRAME

REFERENCE

SECTION / DETAIL SYMBOLS

NUMBER

SIMILAR

EARTH

EARTH (COMPACTED)

GRAVEL

CONCRETE

PLASTER-STUCCO

CMU (SMALL SCALE)

CMU (LARGE SCALE)

BRICK (ELEVATION)

BRICK (SECTION)

METAL (ELEVATION)

STEEL (SECTION)

STEEL (SMALL SCALE)

INSULATION (RIGID)

INSULATION (BATT)

INSULATION (SPRAY-FOAM)

WOOD (FINISH)

WOOD (ROUGH)

WOOD (BLOCKING)

PLYWOOD

GLASS (ELEVATION)

MORTAR-CEMENT-

MATERIAL INDICATIONS

NUMBER IDENTIFICATION

VIEW

SECTION

SYMBOL WHERE SECTION IS TAKEN

TITLE WHERE SECTION IS DRAWN

ELEVATION IDENTIFICATION LETTER

ELEVATION IS SHOWN

ELEVATION SYMBOL

HDR SHEET NUMBER ON WHICH

HDR SHEET NUMBER WHERE

SECTION NUMBER OR DETAIL

CONTRACTION JOINT

CONSTRUCTION JOINT

A-xxx

SECTION IS DRAWN

A-xxx

NUMBER IDENTIFICATION

HDR SHEET NUMBER ON WHICH

SECTION NUMBER OR DETAIL

SECTION IS DRAWN

A-xxx

PENNY (AS IN NAIL SIZE)d

C.I. CAST IRON

C.I.S.P. CAST IRON SOIL PIPE

STANDARD ABBREVIATIONS

PLATESHEET

NUMBER

SHEET 1 OF 16

L O

C A T

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IN

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F

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D A

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P-1

LOCATION MAP, INDEX OF DRAWINGS AND STANDARD ABBREVIATIONS

GEOTECHNICAL INFORMATION

SITE PLAN AND DETAILS

FORCE MAIN ROUTING

CIVIL DETAILS

CIVIL DETAILS

PUMP STATION DETAILS

LOCATION MAP

SITE PLAN PUMP STATION

SITE PLAN DRAIN FIELD & REPAIR AREA

DRAIN FIELD DETAILS

PUMP STATION DETAILS

MISCELLANEOUS DETAILS

MISCELLANEOUS DETAILS

PUMP STATION CONTROL PANEL SHELTER

ELECTRICAL DETAILS

C H

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D E S

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B C D

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PLATE

NUMBER

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W. K er r

S co tt Reservo ir

Boone

TT-401.DGN 12/11/2009 8:01:10 AM

COMFORT

STATION

#1

#2-10’

#3-10’

#4

#5-10’

#6-10’

#7-10’

#8-10’

#9-10’

#10-10’

#11-10’

#12-8.5’

#13-10’

#14-10’

#15

#16-8.5’

#17

#19-10’

#20-10’

#21-10’#22-10’

#18-10’

#23-10’

#24-10’

#25-10’ #26-10’

#27-10’

#28-8’

#29-9’

#30-10’

#31-10’

LOCATION

WATER LINE

HANDICAP RAMP

DRAINAGE FLOW

TRAFFIC SIGN

FENCE

STORM SEWER

TELEPHONE PEDESTAL

WATER VALVE

SPIGOT

SAN. SEWER MANHOLE

AERIAL UTILITY LINE

UNDERGROUND TEL.

UTILITY POLE

LIGHT POLE

CLEAN OUT

YARD INLET

IRON FOUND

MONUMENT FOUND

LEGEND

S it e

SPECIFICALLY NOTED OTHERWISE.

ALL DISTANCES SHOWN ARE MEASURED HORIZONTAL GROUND DISTANCES UNLESS

ELEV. 1090.895; HORIZONTAL DATUM: NCGS "CORPS" NAD83 - NORTH

VERTICAL DATUM: ARMY CORP. OF ENGINEERS MONUMENT - NGVD29 -

ATTORNEY’S TITLE OPINION WHICH AS OF DATE SHOWN HEREON HAS NOT BEEN

AT THE TIME OF MY INSPECTION AND MIGHT OTHERWISE BE DISCLOSED BY AN

WAY OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT APPARENT

BRADY SURVEYING COMPANY, P.A., LOCATED ALL SURFACE UTILITIES (VERTICAL

AND HORIZONTAL) WHICH WERE ACCESSIBLE TO A SURVEY CREW. UNDERGROUND

UTILITIES NOT DISCERNIBLE BY SURFACE APPURTENANCES SHOWN PER INFORMATION

OBTAINED FROM PUBLIC/PRIVATE RECORDS, UTILITY ENTITIES OR OTHERS AND

SHOULD BE CONSIDERED APPROXIMATE ONLY. SOME UNDERGROUND UTILITIES

MAY NOT BE SHOWN. BRADY SURVEYING COMPANY, P.A., DOES NOT GUARANTEE

THAT ALL UTILITIES ARE SHOWN ON THIS MAP, NOR DO WE GUARANTEE THAT

ALL UNDERGROUND UTILITIES ARE SHOWN ACCURATELY.

FIELD SURVEY WAS COMPLETED BY 7/18/03. THIS DRAWING SHOWS TOPO-

GRAPHIC CONDITIONS OF THE SITE AT THE TIME OF THE SURVEY.

THIS IS NOT A BOUNDARY SURVEY.

THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OF-4)

6)

5)

1)

2)

3)

NOTES:

OR OTHER MATTERS OF RECORD AFFECTING THIS PROPERTY NOT SHOWN HEREON.

SUPPLIED TO BRADY SURVEYING COMPANY, P.A. THERE MAY BE EASEMENTS

SR

W

K er r

Sc ot t

R es er vo ir

Yadkin River

870,148.158; EAST 1,338,907.804; COMBINED FACTOR: 0.9999392

NORTH ORIENTATION BY GPS.

TRANSFORMER

MB

UTILITY BOX

SOIL BORE

TREE (AS NOTED)

SHRUB

#31-10’(W/DESIGNATION & DEPTH)

TREE LINE

WV

OS

W

S

PD

CO

SCALE IN FEET

200100050100

LOCATION MAP

NOTE: DAMP 17’ TO 20’

2" SAPROLITE STREAK @ 13’ AND 15.5’

LIGHT BROWN CLAYEY SOFT SAPROLITE12.5’ - 20’

LIGHT GRAY WEATHERED ROCK12’ - 12.5’

SANDY CLAY, LIGHT BROWN SAPROLITE6’ - 12’

REDISH AND GRAY SANDY CLAY 4.5’ - 6’

REDISH CLAY1’ - 4.5’

CRUSHER RUN STONE2" - 1’

ASPHALT0 - 2"

PROBE 1 - DETAILED LOG

BERRY MT. PARK

W. KERR SCOTT RESERVOIR

S = SOFT, M = MEDIUM, H = HARD

S TO 6’, M TO 8’, H TO 10’1031

S TO 6’, M TO 9’, H TO 10’1030

S TO 4’, M TO 6’, H TO 10’9929

S TO 3’, M TO 6’, H TO 10’8828

S TO 4’, M TO 10’1027

S TO 6’, M TO 10’1026

S TO 2’, M TO 8’, H TO 10’1025

S TO 3’, M TO 8’, H TO 10’1024

S TO 3’, M TO 7’, H TO 10’1023

S TO 3’, M TO 8’, H TO 10’1022

S TO 2’, M TO 5’, H TO 10’1021

S TO 3’, M TO 6’, H TO 10’1020

S TO 5’, M TO 8’, H TO 10’1019

S TO 10’1018

S TO 6’, M TO 8’, H TO 10’1017

S TO 2’, M TO 8’, H TO 8.5’8.58.516

S TO 4’, M TO 8’, H TO 10’1015

S TO 4’, M TO 8’, H TO 10’HIT WATER LINE @10’1014

S TO 4’, M TO 8’, H TO 10’1013

S TO 2.5’, M TO 5’, H TO 8.5’8.58.512

S TO 4’, M TO 6’, H TO 10’1011

S TO 4’, M TO 6’, H TO 10’1010

S TO 8’, M TO 10’109

S TO 6’, M TO ’, H TO 10’108

S TO 4’, M TO 6’, H TO 10’10107

S TO 3’, M TO 8’, H TO 10’106

S TO 5’, M TO 8’, H TO 10’105

S TO 6’, M TO 10’104

S TO 6’, M TO 10’103

S TO 6’, M TO 10’102

(SEE DETAILED LOG)201

DEPTH (FT.)(FT.-BELOW GRADE)NO.

DESCRIPTION

REFUSALDEPTH PUSHEDPROBE

W. KERR SCOTT RESERVOIR

BERRY MOUNTAIN PARK - PROBE LOG

COORDINATES

EASTINGNORTHING

872065.50 1338623.08

872018.64 1338711.16

871967.14 1338795.34

871950.47 1338893.05

871936.28 1338991.26

871893.99 1339080.20

871815.89 1339140.13

871716.98 1339128.59

871619.83 1339102.42

871524.05 1339077.63

871428.92 1339095.68

871335.38 1339131.16

871234.85 1339138.41

871136.82 1339140.54

871036.17 1339140.66

870938.29 1339118.82

870846.25 1339078.35

870754.43 1339037.49

870663.83 1338997.54

870574.66 1338954.04

870487.61 1338904.37

870418.07 1338836.07

870369.10 1338746.77

870341.62 1338650.88

870316.04 1338554.70

870244.15 1338486.24

870165.99 1338426.27

870085.84 1338367.93

870031.74 1338284.41

869988.13 1338195.24

869940.81 1338107.65

SHEET 2 OF 16

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C-401.DGN 12/11/2009 8:01:40 AM

2 1070

KEY NOTES:

SCALE IN FEET

20 10 0 4020

Wall

Wa ll

Wall

Wall

Wa ll

Wa ll

Gate

Trash

Can

Trash

Can

OS

W

OS

W

Proposed

Information

Board

24"Pine

Lake

B u i l d i n g

Bldg.

As ph al t

Dr iv e

1048.7

1049.5

X

X

P-3

EXISTING PADMOUNT TRANSFORMER IS 10 KVA,

120/240V, 1 . TOTAL CONNECTED LOAD OF NEW

COMFORT STATION IS 30 KVA. ELECTRICAL CONTRACTOR

TO COORDINATE REPLACEMENT OF TRANSFORMER

WITH DUKE POWER CO.

FREQUENCY OF RESERVOIR RISE ELEV. - 5 YEAR = 1046.2’

FREQUENCY OF RESERVOIR RISE ELEV. - 10 YEAR = 1050.5’

PROPOSED WASH HOUSE FINISHED FLOOR ELEV. = 1053.0’

FREQUENCY OF RESERVOIR RISE ELEV. - 20 YEAR = 1055.9’

EXISTING BUILDING FINISHED FLOOW ELEV. = 1058.0

FREQUENCY OF RESERVOIR RISE ELEV. - 50 YEAR = 1063.6

FREQUENCY OF RESERVOIR RISE ELEV. - 100-YEAR = 1069.0

S

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S

SHEET 3 OF 16

SHOWER WASH HOUSE

TO BE CONSTRUCTED

BY OTHERS

(NOT IN CONTRACT

SHOWER WASH HOUSE TO CONSTRUCTED BY OTHERS.

CONTRACTOR SHALL CONNECT WATER AND SEWER TO STUB-OUTS FROM BUILDING.

CONTRACTOR SHALL CONNECT ELECTRICAL SERVICE FROM PADMOUNT TRANSFORMER

TO SHOWER WASH HOUSE.

1.

2.

3.

NOTES:

C 1.

D G

N

PLOT USING "GREYSCALE" IN THE GENERAL SETTINGS

SHOWER

WASH HOUSE

PROPOSED ASPHALT

DRIVE LOCATION

CL

FF 1053

U G

E

U G

E

HC SIGN

MUTCD R7-8

8’ 8’

9’

(TYP)

T

Y P

3"x2" RED

2" GATE VALVE

W/ VALVE BOX

EXISTING 3/4" WATER LINE

1 2"x2"x3/4" TEE

1 2" GATE VALVES

CONCRETE WHEEL STOP

SEE DETAIL DWG C-600

1 3/4" GATE VALVES (IN EXIST. LINE)

(IN EXIST. LINE)

EXISTING WELL HOUSE

XFMR

UGE

PUMP CONTROL EQUIPMENT

MOUNTED TO WALL OF WELL

COORDIANATE TIE-IN WITH

PLUMBING CONTRACTOR

R

7’

PANEL LP

EXISTING WOOD

WALL TO REMAIN

6’

1’

1’

EL. 1053

EL. 1051

EL. 1053

L

K

H A

N D

R

A M P

CONCRETE

STEPS

EL. 1051

SUBMERSIBLE

PUMP STATION

FORCE MAIN

2" WATER SERVICE

HOUSE

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C-402.DGN 12/11/2009 8:02:11 AM

WATER LINE

HANDICAP RAMP

DRAINAGE FLOW

TRAFFIC SIGN

FENCE

STORM SEWER

TELEPHONE PEDESTAL

WATER VALVE

SPIGOT

SAN. SEWER MANHOLE

AERIAL UTILITY LINE

UNDERGROUND TEL.

UTILITY POLE

LIGHT POLE

CLEAN OUT

YARD INLET

IRON FOUND

MONUMENT FOUND

LEGEND

TRANSFORMER

MB

UTILITY BOX

SOIL BORE

TREE (AS NOTED)

SHRUB

#31-10’(W/DESIGNATION & DEPTH)

TREE LINE

WV

OS

W

S

PD

CO

SCALE IN FEET

1206003060

SCALE IN FEET

1206003060

M A

T C

H L

E E

T

M A

T C

H L

E E

T

SHOWER WASH HOUSE

TO BE CONSTRUCTED

BY OTHERS

C .D

G N

SHEET 4 OF 16

F O

R

U T

IN

G

P-4

FORCEMAIN

INVERT EL 1128.0

REMOVE SIGN AS NEEDED

FOR FORCEMAIN INSTALLATION

AND REINSTALL TO ORGINAL

CONDITION

INSTALL FORCEMAIN AND WATER LINE 2-3’

FROM EDGE OF ASPHALT DRIVE (TYP)

13+00

14+00

15+00

16+00

17+0018+00

19+00

22+00

23+00

24+00

25+

26+

28+00

AIR RELEASE

VALVE

STA 22+50

FORCEMAIN TO CONNECT

TO EXISTING MANHOLE.

SEE FORCE MAIN DISCHARGE

DETAIL. DETAIL 2 ON

PLATE P-14

WATER SUPPLY LINE SHALL

CONNECT TO EXISTING

MUNICIPAL 2" COPPER PIPE

H W

Y

EXISTING

WELL HOUSE

6+00

7+00

8+00

9+00

10+00

11+0012+00 13+00

12+00

DEMOLISH EXISTING

ABANDONED WATERLINE

(APPROX. 3/4" DIA)

ALONG FORCEMAIN ROUTE

INSTALL 2 1/2" FORCEMAIN

2-3’ FROM EDGE OF

ASPHALT DRIVE

4" BUILDING SEWER

MINIMUM SLOPE 1/8"/FT

PUMP STATION

APPROXIMATE LOCATION

OF EXISTING 3/4" WATER

SUPPLY

AND 2" WATER LINE

2" WATER LINE

SEE PLATE P-7

E F

D

E F

D K S

V

C

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

S

IT

E

IM

P R

O V E

M E

N T S

B E

R

U N

T

R

R R

S

C O

T T

R

E S E

R V

O

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W

IL

K

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N O

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R O

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IN

A

C H

IE

F

D E S

C T

C-600.dgn 12/11/2009 8:02:41 AM

KEY NOTES

2" BITUMINOUS CONCRETE SURFACE

COURSE, TYPE I-2, AT AN AVERAGE

RATE OF 115 LBS PER SQ YD PER

1" OF DEPTH.

6" AGGREGATE BASE COURSE. (ABC)2

SLOPE:1/4" PER FT. (UNO)

COMPACTED

SUBGRADE

NO SCALE

ASPHALT PAVING

PAINTED HANDICAP

SYMBOL DETAIL

SECTION A

A

ELEVATION

MOUNTING

SURFACE

AC PAVEMENT

CONCRETE

SLAB OF

THICKNESS "T"

"A"

2’-0"

T-2"

PER MUTCD 3B-18

TYPICAL PARKING SPACE

NO SCALE NO SCALE

PRECAST CONCRETE WHEEL STOP

SHEET 5 OF 16

C

IV

IL

D

E T

A

IL

S

P-5

2-#4

2" CLR FROM EA

END OF STOP

4" 2"2"

#6 REBAR

ANCHOR PIN,

TYPICAL

1’-0"

1’-0" LESS THAN WIDTH

OF PARKING STALL AND CENTERED

A

6" 6"6" 6"

1" DIA HOLE

FOR REBAR,

TYPICAL

MATCH ELEVATION WHERE

ABUTTS EXIST. PAVING

HANDICAP

PARKING SPACE,

NON-HANDICAP

PARKING SPACE

4" WIDE

STRIPE

TYPICAL

PAINTED

HANDICAP

SYMBOL,

SEE DETAIL

4" WIDE

WHITE

STRIPE

TYPICAL

C

T Y P I

C A

L

HANDICAP

ACCESS SPACE

PRECAST CONCRETE

WHEEL STOP

HANDICAP SIGN

W/ANCHORAGE PER

MUTCD R7-8

NOTE:

1. ALL PARKING STALLS TO BE MARKED AS SHOWN.

2. PAINT TO BE IN ACCORDANCE WITH NCDOT STANDARD

SPECIFICATIONS SECTION 1205.

2", TYPICAL 3’-6"

3" SQ,

TYPICAL

BLUE PAINT

WHITE PAINT

GRID FOR

LAYOUT

GUIDELINES

ONLY

11’-0"5’-0"9’-0"

FRONT ELEVATION SIDE ELEVATION

4"x 4"

PRESSURE

TREATED

SOUTHERN

PINE

POST

RESERVED

PARKING

12"

SIGN R7-8

EXISTING

GROUND

(TYP.)

SIGN R7-8

RESERVED PARKING SIGN DETAILS

1’-0"

EDGE OF

PAVEMENT

N.T.S.

DETAIL

NYLON

WASHER

ALUMINMUM

SIGN

4"x 4"

PRESSURE

TREATED.

SOUTHERN

PINE POST

1�" DIA

x 1"DEEP

COUNTERSUNK

HOLE

�" DIA.

GALV

CARRIAGE

BOLT

1�"x �"

NYLON

WASHER

GALV.

NUT

WASHER

N.T.S.

1.

2.

NOTES:

SIGN SHALL BE CENTERED IN PARKING SPACE.

PAYMENT FOR RESERVED PARKING SIGNS WILL BE INCLUDED IN

THE LUMP SUM PRICE FOR "PAVEMENT MARKINGS" OF THE

BIDDING SCHEDULE.

A

P-5

A

P-5

SEE DETAIL THIS SHEET

C .D

G N

C

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

C H

IE

F

D E S

C T

IO

N

S

IT

E

IM

P R

O V E

M E

N T S

B E

R

U N

T

R K

W

K E

R R

S

C O

T T

R

E S E

R V

O

IR

W

IL

K

U N

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N O

R

R O

L

IN

A

E F

D

E F

D W

K

V

C-601.DGN 12/11/2009 8:03:14 AM

NO SCALE

I

N M I

N M I

N

SUBSTRUCTURE DRAIN CLEANOUT

NO SCALE

2’-6" DIA

L

R

1"

TYPICAL

6" SCHED 80 PVC

45° BEND, TYPICAL

WYE CONNECTION

WHERE SHOWN

6"x AS REQUIRED

SCHED 80

PVC REDUCER

FILTER

MATERIAL

AGGREGATE

BASE COURSE

4" PVC THREADED

PLUG WITH 2" NUT

FOR WATERTIGHT SEAL

10" ID CI FLOOR BOX FRAME

AND LID WITH SEEP RING

FLOOR BOX LID FLUSH

WITH TOP OF FLOOR

4" SST REINFORCED

SCHED 80 PVC

FEMALE IPT ADAPTOR

SOLVENT SEAL

WELDED SEEP RING

TYPICAL PIPE CROSSING

BORING AND JACKING DETAIL

SHEET 6 OF 16

C

IV

IL

D

E T

A

IL

S

P-6

D - INSIDE DIAMETER

H - BACKFILL COVER ABOVE TOP OF PIPE

B - OUTSIDE DIAMETER

LEGEND

1/6 B MIN.

H

COMPACTED TO 95% STANDARD DENSITY)

SECTIOM 208 TYPE II. MINIMUM

2. SELECT MATERIAL TO MEET NCDOT

WITH EXISTING FABRIC.

ROADWAY SURFACE. OVERLAP 2’-0"

1. PROVIDE MIRAFI 600X FABRIC UNDER

PIPE BEDDING DETAIL

CAREFULLY COMPACTED BACKFILL

BEDDING MATERIAL

(3’-0" MINIMUM)

NO SCALE

CBR OF 10.

CLASS-C

4" MIN.

C

6"

D

NOTES

BACKFILL UNDER ROADWAY SURFACE.

SEE NOTE 1

(ROADWAY SURFACE ONLY)

MIN. 12" COMPACTED STONE

COMMON TRENCH BACKFILL

B

FINISHED GRADE

C

C

(PROVIDE CAREFULLY COMPACTED "SELECT"

AND NO FLOOR DRAIN

FURNISH W/PRECAST BOTTOM

EXISTING GRADE

FLAT SLAB TOP

W/CAST-IN RING

AND COVER

OF COVER IN THESE TRANSITIONS.

DEPTH OF WATER LINE MAY EXCEED 3 FEET-6 INCHES

VALVE IS LOCATED AT HIGH POINT IN LINE.

FROM AIR RELEASE VALVE SO AIR RELEASE

1. TRANSITION PIPE LEADING UP TO AND AWAY

NOTES:

ROMAC 202N OR EQUAL

FORD MODEL FC202,

TAPPING SADDLE

GRANULAR MATERIAL6

OR EQUAL

FORD MODEL B11

CURB VALVE

4’-0" DIA

RECESSED MH RING & COVER, VENTED

SUPPORT FIG 264

ITT GRINNEL SADDLE

CORP. (TYP)

PRESS SEAL GASKET

SEAL GASKET BY

PSX-POSITIVE

PRECAST MH SECTION

OR EQUAL

DEWEY BROTHERS, INC

MH-RCR-17

V A

R I

E S

PSI-FF MANHOLE STEP

AIR RELEASE VALVE

2. ALL PIPE NIPPLES SHALL BE BRASS.

20 LF DIP (MIN)

M I

N

BY M.A. INDUSTRIES

INC, OR EQUAL

NO SCALE

AIR RELEASE VALVE DETAIL

NO SCALE

M I N

18" MIN.

PIPE BEDDING DETAIL

WATER LINE

SANITARY

SEWER LINE

FILTER FABRIC

PERFORATED

SUBSTRUCTURE

DRAIN PIPE (SIZE

AS SHOWN ON PLAN)

C 1.

D G

N

12" MIN.

C

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

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V E

D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

C H

IE

F

D E S

C T

IO

N

S

IT

E

IM

P R

O V E

M E

N T S

B E

R

U N

T

R K

W

K E

R R

S

C O

T T

R

E S E

R V

O

IR

W

IL

K

U N

T Y

N O

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R O

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IN

A

E F

D

E F

D W

K

V

U-403.dgn 12/11/2009 9:51:25 AM

6" (TYP)

5’-0"

#6 BARS @ 6" E.W.

8"

CONCRETE PAD

NON-SLIP STEP

NON-SLIP STEP

GATE VALVE (TYP)

PIPE SLEEVE (TYP)

4" DRAIN

TEE W/CAP

4’-0"

PUMP

5’-0"

10" THICK TOP

10" THICK TOP

4" CONCRETE PAD

SECTION - SUBMERSIBLE PUMP STATION

"C"

"E"

"A"

"B"

2’-6"

UPPER PLAN - SUBMERSIBLE PUMP STATION

LOWER PLAN - SUBMERSIBLE PUMP STATION

SCALE: �"=1’-0"

SCALE: �"=1’-0"

SCALE: �"=1’-0"

VALVE VAULT

"D"

PRECAST CONCRETE (TYP.)

60^ 60^

G/B G/B

SEE NOTE

G/B

NO SCALE

PUMP STATION BLOCK DIAGRAM

TO LP

2 2 2

2- 1/0, 1 #8 G IN 1 �" C.

N T

R O

L

J

B

U

D

IS

C

C

PUMP STA GPM A

1051.57.517930

B

1048.5

C

1036.9

D

1046.5

E F

1047.5

G

1039.9

H

1040.4

I

1040.9 1047.5

PUMP STATION SCHEDULE

BERRY MOUNTAIN PARK

SHEET 7 OF 16

P-7

T

Y P

GATE VALVE

& ST. COUP

NON-SLIP

STEP

PIPE SUPPORT (TYP)

(STEEL OR CONC.

BLOCK)

SLOPE AWAY FROM

STATION (TYP)

6" NCDOT ABC

STONE

ALUMINUM ACCESS DOOR

TO FIT 3’-0"x4’-0" OPENING

WITH HINGE(S) AND RECESSED

LOCKING DEVICE

PUMP CHAMBER AND

WET WELL

ALUMINUM ACCESS BI-FOLD DOOR

TO FIT 3’-0"x3’-0" OPENING WITH

HINGE(S) AND RECESSED LOCKING

DEVICE

GROUT VOID WATERTIGHT

W/NON-SHRINK GROUT

(TYP)

PIPE SUPPORT

(TYP)

CHECK VALVE

(TYP)

4" CISP DRAIN

W/FLAP VALVE

6"

(TYP)

6"

(TYP)

COMPACTED

BACKFILL

STAINLESS STEEL

CHAIN FOR PUMP

REMOVAL

ANCHORED RAIL

SYSTEM

6"

(TYP)

MASTIC JOINT (TYP)

(W/WATERTIGHT DIAPER

BELOW ALARM LEVEL)

ALARM

"I"

2ND PUMP

"ON"

"H"

1ST PUMP "ON"

"G"

PUMP(S) "OFF"

"F"

18" DIA. x 6" DEEP

SUMP W/CI GRATING

�" TAP, NIPPLE

PET COCK, AND

PRESSURE GAGE

(TYP)

JUNCTION BOX AND SUPPORTS

SEE ELECTRICAL DRAWINGS

CAST IN-PLACE MAST

WELL (2.5") FOR "WACO"

1052-5 HOIST

STAINLESS STEEL DUPLEX

LIFT-OUT SYSTEM, COMPATIBLE

WITH SELECTED PUMP

MANUFACTURER

4" GALV. VENT W/SS

INSECT SCREEN

2.0" PIPING/

VALVES (TYP)

GATE

VALVE

INSTALL REDUCER AS

NEEDED TO CONNECT

TO FORCE MAIN

LEAN CONCRETE

FILL (TYP.)

60A

DISC

60A

DISC

PUMP #1

DISCONNECT

PUMP #2

DISCONNECT

CONTROL JB

WITH ALARM

CONDUIT

SEALS

LOCATED

ON BACK

OF COMFORT

STATION

3-#6, 1-#10

2" PVC

4-2/C

FLOAT CABLES

1 �" PVC-RGS

MARINE CABLE

FROM PUMP

1 �" PVC-RGS

TO LCP AT

WELL HOUSE

GROUND

ROD

TDH

(FT)

H.P.

(MAX)

NOTE:

CONDUITS BETWEEN WETWELL AND EQUIPMENT

MOUNTED ON COMFORT STATION TO BE DIRECT

BURIED PVC COATED RGS CONDUIT 2’-6" BELOW

FINISHED GRADE.

3 #8, 1 #10 G, 2 #14 CONTROL

IN �" C.

SPARE FROM

LCP TO JB

POWER

LCP TO PUMP #1 DISC

3-#6, 1-#10G

POWER

LCP TO PUMP #2 DISC

3-#6, 1-#10G

CONTROL

LCP TO JB

12-#14

POWER

SERVE DISC TO LP

2-1/0, 1-1/0 N, 1-#8G

W A

R N

IN

G

L A

B E

L

ALL CONDUITS SCHEDULE

40 PVC

EQUIPMENT LOCATED ON

WALL OF WELLHOUSE

NOTE:

HIGH WETWELL LEVEL ALARM TO BE FEDERAL SIGNAL MODEL VALS RED

VISALERT STROBE MOUNTED ON MODEL 350 VIBRAHORN, OR APPROVED

EQUAL. KEY OPERATED HORN SILENCE SWITCH TO SILENCE HORNS, BUT

STROBE TO REMAIN ON UNTIL LEVEL DROPS BELOW HIGH.

P U

M P

S T

A T

T

A

IL

S U .D

G N

C

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

C H

IE

F

D E S

C T

IO

N

S

IT

E

IM

P R

O V E

M E

N T S

B E

R

U N

T

R K

W

K E

R R

S

C O

T T

R

E S E

R V

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D

E F

D W

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V

T1_fthmbyloc.dgn 12/11/2009 9:52:13 AM

0 1 21 1/2

Scale in Miles

S. Recreation Rd.

NC 2

N C

North Wilkesboro

Wilkesboro

U.S. 421

N C

NC 18

NC 26

Fort Hamby Campground

U.S.

N C

(Wilkesboro approx.

6.5 miles)

SHEET 8 OF 16

ft h m b y lo c .d g n

C H

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F

D E S

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D

K S

E F

D

V

P-8

L O

C A T

P

C

A

B C D

E F G H

D E S

C R

IP

T

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N D

A T E

A P P

R O

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D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

N

P

IC

S T E

M

F O

M B

Y

C

A M

P G

R O

U N

R R

S

C O

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IN

A

GENERAL PROJECT NOTES

1. SURVEY DATA PROVIDED BY GREENHORNE & O’MARA. SURVEYS

COMPLETED IN APRIL 2005 AND JUNE 2008. VERTICAL DATUM IS

NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29).

HORIZONTAL DATUM IS STATE PLANE COORDINATE SYSTEM 1983

(NAD 83).

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SITE SAFETY

ASSOCIATED WITH THE WORK UNDER THIS PROJECT AND FOR

COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND

SAFETY LAWS, CODES, REGULATIONS AND ORDINANCES INCLUDING

BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND

THOSE LISTED IN THE USACE SAFETY AND HEALTH REQUIREMENTS

MANUAL (EM-385-1-1).

3. THE CONTRACTOR SHALL REPAIR/REPLACE ALL PAVEMENT

DAMAGED BY CONSTRUCTION ACTIVITIES TO THE SATISFACTION

OF THE CONTRACTING OFFICER’S REPRESENTATIVE. NO

SEPARATE PAYMENT SHALL BE MADE FOR PAVEMENT REPAIR

EXCEPT AS NOTED ON PLANS.

4. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE

NOT INTENDED TO BE EXACT OR COMPLETE. THE CONTRACTOR

SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES

PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPAIR AT THEIR

OWN EXPENSE ANY DAMAGE CAUSED BY CONSTRUCTION RELATED

ACTIVITIES TO EXISTING UTILITY SERVICE LINE.

5. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, THE CONTRACTOR

SHALL STOP WORK IMMEDIATELY, TAKE NECESSARY PRECAUTIONS

TO PREVENT INJURY OR FURTHER DAMAGE AND NOTIFY PROPER

AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

RESTORING/REPAIRING ALL EXISTING STRUCTURES, OR OTHER

UTILITIES DAMAGED BY CONTRACTOR’S OPERATIONS AT NO COST

TO THE GOVERNMENT.

6. THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS

DRAINAGE DITCHES AND SWALES DISTURBED BY CONSTRUCTION

TO THEIR ORIGINAL GRADE AND LOCATION.

7. ALL GRAVITY SEWER PIPE SHALL BE SCH 40 PVC PIPE AND

COMPLY WITH ASTM D 2665. ALL SEWER FORCE MAIN PIPE

SHALL BE PRESSURE RATED SCH 40 PVC PIPE AND COMPLY

WITH ASTM D 1785. THREE-FOOT MINIMUM COVER SHALL BE

PROVIDED FOR ALL SEWER PIPE.

A T L A N

E A N

P A

M

LI

CO

S

O U N D

20 0 10 20 30 40 50 60

R O

A N

O K

E

R

IV

E R

N E U S E

R

IV

ER

DURHAM

GREENE

ASHE

ALLEGHANY

CARTERET

C U R R

IT

U C

K

C A

M D E N

P A S

Q U

O T

A N

K

P E R

Q U

IM

A N S

C H

O W

A N

WASHINGTON

DARE

TYRREL

BEAUFORT

PAMLICO

CRAVEN

NEW

ONSLOW

JONES

LENOIR

DUPLIN

PENDER

BRUNSWICK

COLUMBUS

BLADEN

ROBESON

HOKE

SCOTLAND

CUMBERLAND

SAMPSON

MARTIN

WAYNE

PITT

WILSON

JOHNSTON

WAKE

NORTHAMPTON

BERTIE

GATES

HERTFORD

EDGECOMBE

NASH

FRANKLIN

HALIFAX

WARREN

VANCE

G R

A N

V

IL

L E

PERSON

HARNETT

A L

A M

A N

C E

ORANGE

CASWELL

RICHMOND

M O

N T

G O

M E R

Y

ANSON

MOORE

LEE

CHATHAM

RANDOLPH

GUILFORD

ROCKINGHAMSTOKES

FORSYTH

DAVIDSON

STANLY

UNION

CABARRUS

ROWAN

DAVIE

IREDELL

YADKIN

SURRY

WILKES

A L E X

A N

D E R

CATAWBA

LINCOLN

MECKLENBURG

GASTON

CALDWELL

CLEVELAND

WATAUGA

AVERY

M

IT

C H E L L

BURKE

YANCY

MADISON

McDOWELL

HENDERSON

T R

A N S

Y L V

A N

IA

RUTHERFORD

POLK

BUNCOMBE

HAYWOOD

JACKSON

MACON

CLAY

SWAIN

CHEROKEE

GRAHAM

C A P E

F E A R

RIVER

HYDE

HANOVER

W. KERR SCOTT

RESERVOIR

SCALE IN MILES

Virginia

Tennessee

Georgia

South Carolina

W. K er r

S co tt Reservo ir

Boone

C1_wh_septnk_plnpro.dgn 12/11/2009 9:52:56 AM

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873916.01’

E=1329710.13’

EL= 1128.72’

CONTROL POINT

N= 874115.00’

E=1329737.03’

EL= 1167.82’

9424CONTROL POINT

N= 873948.97’

E=1329531.86’

EL= 1162.58’

9425CONTROL POINT

N= 873989.43’

E=1329575.36’

EL= 1153.43’

9426CONTROL POINT

N= 874001.59’

E=1329671.14’

EL= 1142.79’

9427CONTROL POINT

N= 874051.01’

E=1329753.65’

EL= 1155.61’

9428CONTROL POINT

N= 874000.61’

E=1330086.71’

EL= 1178.83’

15" POPLAR

12" PINE

16" OAK

18" POPLAR18" POPLAR

12" PINE

10" PINE

14" POPLAR

16" PINE

16" PINE

14" PINE

22" POPLAR

16" PINE

24" OAK

16" PINE

18" POPLAR

12" POPLAR

20" PINE

20" POPLAR

20" POPLAR

15" POPLAR

24" PINE

12" PINE

12" PINE

14" OAK

18" POPLAR

34" OAK

14" OAK

14" PINE

16" POPLAR

20" POPLAR

20" OAK

15" POPLAR

12" CHERRY

20" PINE

18" POPLAR

15" POPLAR

10" OAK

12" MAPLE

15" POPLAR

24" PINE

24" PINE

12" PINE

16" PINE

12" POPLAR

20" PINE

24" PINE

18" POPLAR

12" PINE

20" OAK

12" PINE

20" PINE

24" PINE

12" POPLAR

10" POPLAR

CO

S

YARD HYDRANT

UGE

500012" SPIKE

926212" SPIKE

TOP=1188.5’

INV=1186.5’

TOP=1188.1’

HOLDING TANK

1 STORYFRAMEFFE=1181.4’

LANDSCAPE

TIMBERS

LANDSCAPE

TIMBERS

LANTERNPOLE

CONC.TABLE

BBQ GRILL

CAMPSITE

" C

M P

" C

M P

G A

T E

INV=1160.1’

INV=1157.3’

INV=1171.7’

INV=1185.6’

YARDHYDRANT

ASPHALT ROAD

ASPHALT ROAD

A S P

H A

A D

ASPH

ALT ROAD

AS

P H

ALT

R

OAD

A S

P H

A

A D

A S P

H A

A D

A S P

H A

A D

GRAVEL AREA

GRAVEL OVER

ASPHALT ROAD

NOTCHES IN

ASPHALT

NOTCHES IN

ASPHALT

APPROXIMATE ALIGNMENT

APPROXIMATE ALIGNMENT

OF EXISTING SANITARY SEWER

STUB-OUT

5’

1145’

0’

1150’

1160’

1160’

1165’

1165’

1170’

1175’

1180’

1180’

1185’

1185’

EXISTING

WATERLINE

C

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

C H

IE

F

D E S

C T

IO

N E F

D

N

P

S T E

M

F O

M B

Y

C

A M

P G

R O

U N

R R

S

C O

T T

R

E S E

R V

O

IR

W

IL

K

U N

T Y

N O

R

R O

L

IN

A

K S

E F

D

V

N

S T

A

S T

A

S T

T

0+001+002+003+004+005+006+007+008+009+00

11901190

11901190

O M

DISTANCE ALONG DRAIN LINE IN FEET

E X I

S

O W

E

U S

E

X

X

X

X

X X

X

X

X

X

XX XX

XX

X X

EXISTING GRADE

40 40 80 120

10 10 20 30

SCALE: 1" = 40’

SCALE: 1" = 30’

HORIZONTAL SCALE

VERTICAL SCALE

EXISTING SEPTIC TANK

INV. IN EL. 1184.50’

EXISTING 2-INCH

WATERLINE

X I

S T I

O W

E R

W A

U S

E F

F

S

IT

E

P L A

N

P

U M

P

S T

A T

IO

N

P-9

PROFILE

PLAN

EXISTING SEPTIC

TANK(6000 GAL)

EXISTING SHOWER/

WASH HOUSE

w h s e p tn k p ln p ro

NEW MANHOLE

INV. IN EL. 1185.0’

INV. OUT EL.1184.75’

NEW VALVE VAULT

MIN. 18" VERTICAL

CLEARANCE BELOW

WATER LINE

NEW SECURITY

FENCE

NEW SANITARY

PUMP STATION

TEMPORARY

SILT FENCE

NEW MANHOLE

NEW GRAVEL

ACCESS DRIVE

CONTROL PANEL

SHELTER

REPAIR FIELD LINE

4-INCH SCH 40 PVC

D R

A I

N

F I

E

N E

I

N C

H

S

C H

P

V C

REPAIR AREA

FUTURE CONSTRUCTION

SEE PLATE P-10 FOR

COMPLETE DRAIN FIELD

AND REPAIR AREA

E L

E V

A T I

O N

E T

N G

V

NEW F

ORCE MAIN

2-I

NCH S

CH 4

0 P

VC

NEW GRAVITY MAIN 4-INCH SCH 40 PVC

NEW GRAVITY MAIN

4-INCH SCH 40 PVC

NEW FORCE MAIN

2-INCH SCH 40 PVC

NEW GRAVITY MAIN

4-INCH SCH 40 PVC

NEW GRAVITY MAIN

4-INCH SCH 40 PVC

H-CONNECTION

VALVE BOX

SIPHON TANK

HIGH WATER ALARM

DUMP

STATION

NEW PUMP STATION

(6000 GAL.)

E

E

E

E

E

E

E

E

E

NEW UNDERGROUND

ELECTRICAL SUPPLY

POWER UTILITY

PAD MOUNTED

TRANSFORMER

SHEET 9 OF 16

E

E

E

CONTRACTOR SHALL COORIDINATE CLEARING

FOR CONSTRUCTION OF UTILITIES WITH THE

CONTRACTING OFFICER’S REPRESENTATIVE.

NOTE:

C2_septnk_drnfield_plnpro.dgn 12/11/2009 9:53:27 AM

1130’

0’

5’

’1155’

5’

0’

1165’

1170’

1170’

1175’ 1175’

1175’

1180’

1180’

5’

1185’

1185’

1185’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873835.63’

E=1329219.63’

EL= 1188.82’

CONTROL POINT

N= 873632.68’

E=1329471.33’

EL= 1187.80’

CONTROL POINT

N= 873632.68’

E=1329471.33’

EL= 1187.80’

CONTROL POINT

N= 873632.68’

E=1329471.33’

EL= 1187.80’

CONTROL POINT

N= 873632.68’

E=1329471.33’

EL= 1187.80’

CONTROL POINT

N= 873632.68’

E=1329471.33’

EL= 1187.80’

CONTROL POINT

N= 873916.01’

E=1329710.13’

EL= 1128.72’

CONTROL POINT

N= 873466.43’

E=1329775.92’

EL= 1146.18’

CONTROL POINT

N= 873556.00’

E=1329550.66’

EL= 1174.40’

EL= 1162.58’

CONTROL POINT

N= 873570.38’

E=1329588.53’

EL= 1173.01’

CONTROL POINT

N= 873617.57’

E=1329653.78’

EL= 1170.73’

CONTROL POINT

N= 873553.14’

E=1329620.96’

EL= 1167.08’

CONTROL POINT

N= 873508.54’

E=1329698.69’

EL= 1154.52’

CONTROL POINT

N= 873426.76’

E=1329854.64’

EL= 1139.74’

CONTROL POINT

N= 873660.73’

E=1329677.62’

EL= 1170.18’

15" PINE

14" POPLAR

18" PINE

12" POPLAR

28" POPLAR

15" PINE

18" PINE

14" POPLAR

18" PINE

18" POPLAR

14" POPLAR

12" POPLAR

12" POPLAR

20" PINE

14" POPLAR

16" PINE

15" PINE

14" MAPLE

12" PINE

12" MAPLE

20" PINE

30" OAK

12" POPLAR

22" POPLAR

12" POPLAR

12" POPLAR

26" POPLAR

14" POPLAR

20" POPLAR

16" POPLAR

14" CHERRY

12" PINE

18" POPLAR

12" POPLAR

20" POPLAR

18" PINE

12" MAPLE

10" OAK

20" POPLAR

12" PINE

15" POPLAR

14" POPLAR

14" PINE

12" PINE

12" PINE

10" POPLAR

12" POPLAR20" PINE

20" POPLAR

34" OAK

18" POPLAR

20" PINE

15" PINE

14" POPLAR

14" PINE

18" POPLAR

15" PINE

14" PINE

20" POPLAR

24" POPLAR

10" POPLAR

12" PINE

12" CHERRY

10" PINE

14" POPLAR

12" POPLAR

12" POPLAR

18" PINE

12" PINE

15" PINE

14" POPLAR

12" MAPLE

15" POPLAR

12" PINE

18" PINE

15" PINE

18" PINE

12" PINE

10" POPLAR

12" POPLAR

26" CHERRY

10" POPLAR

14" PINE

14" POPLAR

15" PINE

28" POPLAR

18" POPLAR

18" POPLAR

12" PINE

28" POPLAR

20" POPLAR

12" PINE

34" POPLAR

12" CHERRY

22" POPLAR

10" POPLAR

DOUBLE

16" POPLAR

CO

S

YARD HYDRANT

UGE

40d NAIL

12" SPIKE

TOP=1188.5’

INV=1186.5’

TOP=1188.1’

HOLDING TANK

C

M P

G A

T E

INV=1171.7’

INV=1185.6’

C

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

C H

IE

F

D E S

C T

IO

N E F

D

N

P

S T E

M

F O

M B

Y

C

A M

P G

R O

U N

R R

S

C O

T T

R

E S E

R V

O

IR

W

IL

K

U N

T Y

N O

R

R O

L

IN

A

K S

E F

D

V

0+00 1+00 2+00 3+00

0+00 1+00 2+00 3+00 5+00

1200120012001200

11901190

11901190

11901190

11901190

L I

N E

F R

U S E

S E E

P L

A T E

C

E L

E V

A T I

O N

V D

E L

E V

A T I

O N

V D

M I

N

4+00

4"

10.5"

16.5"

HIGH WATER LINE

LOW WATER LINE

10’-0"

40 40 80 120

10 10 20 30

SCALE: 1" = 40’

SCALE: 1" = 30’

HORIZONTAL SCALE

VERTICAL SCALE

N

EXISTING SEPTIC

TANK (6000 GAL.)

EXISTING SEPTIC

TANK (6000 GAL.)

I

N C

H

S C

H

P

V C

4-INCH SCH 40

PVC

EXISTING SEPTIC

TANK (6000 GAL.)

MIN. 3" ABOVE

HIGH WATER LINE

A

C-2 N.T.S

NOTES

S

IT

E

P L A

N D

R

IE

P

IR

E A

P-10 s e p tn k d a rn fi e ld p ln p ro

NEW 4-INCH SCH 40 PVC

NEW 4-INCH SCH 40 PVC

SIPHON TANK DETAIL

NEW MANHOLE

NEW GRAVITY MAIN

4-INCH SCH 40 PVC

REPAIR FI

ELD LI

NE

D R

A I

N

F I E L

D

L I

N E

XX XX

XX

XX

XX

XX

X X

X X

X X

X X

PROFILE - INITIAL DRAIN FIELD

FROM SEPTIC TANK

(INV. EL 1184.25’

NGVD 29)

PROFILE - REPAIR DRAIN FIELD

TO DRAIN FIELD

MANIFOLD

(INV. EL.1182.0’

NGVD 29)

SIPHON TANK

HIGH WATER ALARM

3"(TYP.)

10’-0"

FROM SEPTIC

TANK

TO DRAIN FIELD

MANIFOLD (TYP.)

DUMP

STATION

NEW SIPHON TANK

10-FT X 5-FT

(SEE DETAIL "A")

NEW H CONNECTION

(SEE DETAIL "C"

PLATE C-2a)

SIPHON TANK AND SIPHON

1. SIPHON SHALL BE BY FLUID DYNAMIC SIPHONS, INC.

MODEL No. 417 OR APPROVED EQUAL.

2. SIPHON TANK SHALL HAVE TWO SIPHONS.

3. INSTALL THE DOSING SIPHON SYSTEM IN ACCORDANCE

WITH THE RECOMMENDATIONS OF THE MANUFACTURER AS

APPROVED. THE INSTALLATION SHALL BE MADE BY

WORKERS EXPERIENCED IN THE INSTALLATION OF THIS

TYPE OF EQUIPMENT.

4. SIPHON TANK SHALL HAVE A HIGH WATER ALARM. ALARM

SHALL BE AUDIBLE AND VISIBLE. HIGH WATER ALARM

CONTROLS SHALL BE IN A WEATHERPROOF ENCLOSURE

(NEMA 4X OR EQUIVALENT).

FREEBOARD MIN.

12" BELOW TOP

WATERTIGHT ACCESS

OPENING EXTEND TO

FINISH GRADE

HIGH WATER ALARM W/I

2-INCHES OF SIPHON

TRIP LEVEL

NEW SIPHON TANK

10-FT x 5-FT

NEW SIPHON TANK

10-FT X 5-FT

DRAIN FIELD LATERAL

STEP DOWN (TYP.)

(SEE DETAIL D

PLATE C-2a)

SOLID CONC. BLOCK

EQUAL TO 8 CUBIC FEET

VENT

4" GSP VENT W/SS

INSECT SREEN

SHEET 10 OF 16

DRAIN FIELD

LATERAL (TYP.)

(SEE NOTE 13)

NEW MANIFOLD

BOX (2 EA)

NEW MANIFOLD

BOX (2 EA)

NEW DRAIN FIELD

LATERAL (SEE NOTE 10)

(8 LAT. PER MANIFOLD BOX)

NEW DRAIN FIELD

LATERAL (SEE NOTE 10)

(8 LAT. PER MANIFOLD BOX)

TEMPORARY SILT FENCE

MANIFOLD BOX (2 EA)

(SEE DETAIL "A"

PLATE C-2a)

FUTURE CONSTRUCTION

(NOT IN CONTRACT)

MANIFOLD

5. MANIFOLD SHALL BE INSTALLED LEVEL.

6. ORIFICE CONNECTION TO MANIFOLD SHALL BE BY THREADED

TAP OR SADDLE TAP.

7. APPROXIMATE INVERT ELEVATION OF FLOOR OF MANIFOLD

FOR INITIAL DRAIN FIELD IS 1177.5’ NGVD 29 AND FOR

THE REPAIR AREA IS 1180.0’ NGVD 29.

8. CONTRACTOR SHALL ADJUST VALVES FOR EACH TAP TO SUPPLY

EACH LATERAL WITH EQUAL FLOW.

DRAIN FIELD LATERALS

9. DRAIN FIELD LATERALS SHALL BE BY INFILTRATOR

SYSTEMS INC. MODEL QUICK4 EQUALIZER 36 CHAMBER OR

APPROVED EQUAL.

10.DRAIN FIELD LATERAL CHAMBERS SHALL BE INSTALLED

PER MANUFACTURER’S RECOMMENDATIONS.

11.TRENCH FOR DRAIN FIELD LATERAL CHAMBER SHALL BE

36-INCH DEEP. TRENCH BOTTOMS SHALL BE LEVEL AND

FOLLOW CONTOUR OF GROUND SURFACE. DRAIN FIELD

LATERALS SHALL BE SPACED A MINIMUM OF 9-FEET ON

CENTER.

12.CHAMBER SPLASH PAD SHALL BE INSTALLED AT THE

BEGINNING OF EACH LATERAL AND AT TURN DOWNS.

SPLASH PADS SHALL BE CONSTRUCTED IN ACCORDANCE

WITH DETAIL F ON SHEET C-2A.

13.EACH DRAINFIELD LATERAL SHALL BE A MINIMUN LENGTH

OF 92 FEET AND SPACED A MIN. OF 9-FEET ON CENTER.

THERE ARE A TOTAL OF 16 LATERALS.

14.THE CONTRACTOR SHALL STOCKPILE ONLY MAIN TRUNK

MATERIAL OVER 5 INCHES IN DIAMETER ON SITE AS

DESIGNATED BY THE CONTRACTING OFFICER’S

REPRESENTATIVE. ALL MATERIAL SMALLER THAN

5 INCHES AND STUMPS SHALL BE HAULED OFF-SITE.

LIMITS OF CLEARING

AND GRUBBING

(SEE NOTE 14)

C2a_septnk_drnfield_plnpro.dgn 12/11/2009 9:53:57 AM

3’ 11"

CHECK VALVESCHECK VALVES

GATE VALVESGATE VALVESGATE VALVES

BOOT (TYP. ALL

FOUR OPENINGS)

CONCRETE LID

30"X 47"X 4"

ALUMINUM HATCH

W/ PAD LOCK

20"X 20"

4" SCH 40 PVC PIPE

AND FITTINGS

SCALE: N.T.S.

C H CONNECTION - SIPHON TANK

PRECAST CONCRETE

BOX

C-2a

45° TO 90° BEND

SCALE: N.T.S.C-2a

STEP DOWN DESIGN - DRAIN FIELDD

SCALE: N.T.S.C-2a

E DRAIN LINE CHAMBER DETAIL

SCALE: N.T.S.C-2a

F

INLET PIPE WITH

90^ FITTING

CHAMBER SPLASH PAD

POSITION PIPE SO EFFLUENT

IS CENTERED OVER INSTALLED

SPLASH PAD

16"X16"X2" HIGH CONCRETE BLOCK,

PAVER BRICKS OR APPROVED EQUIVALENT

C

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D S

Y M

B O

L

F

M E

U .S

A R

M Y

E

N G

IN

E

T R

IC

T

C O

R

E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

D A T E

R E

V

IE

W

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N

C H

IE

F

D E S

C T

IO

N E F

D

N

P

S T E

M

F O

M B

Y

C

A M

P G

R O

U N

R R

S

C O

T T

R

E S E

R V

O

IR

W

IL

K

U N

T Y

N O

R

R O

L

IN

A

K S

E F

D

V

CLEAN OUT

PLUG

6"

MIN.

N

3" SCH 40 PVC

PIPE TO FIELD LINES

(TYP.)

CONCRETE PAD

N.T.S

B

A

MANIFOLD PLAN

MANIFOLD ELEVATION

NOTES

PROTECTIVE BOX

CONCRETE OR

MASONRY

P-11 s e p tn k d a rn fi e ld p ln p ro

N.T.S.

PIPE SLEEVE VOIDS

SHALL BE SEALED

WATERPROOF WITH

NONSHRINK GROUT

4-INCH SCH 40 PVC

FROM SIPHON TANK

6 INCH (TYP.)

SEE NOTE 6

M I

N

T

Y P

2’

MIN.

FROM

SIPHON

TANK

PRESSURE HEAD

CHECK

MANIFOLD

(4" SCH. 80 PVC)

INTERNAL

VAULT

DRAIN

PRESSURE ADJUSTMENT

GATE VALVE

ALUMINUM OR STEEL SHOEBOX

TYPE COVERS W/HANDLES

(150 LBS. EA. MAX.)

GRAVEL PIT FOR

INTERNAL DRAIN

DISCHARGE

DEAD LEVEL MANIFOLD

INSTALLATION

CONC. BLOCK SUPPORT

w/SUPPORT STRAPS

FOR MANIFOLD

FITTING W/THREADED TAP

AND BALL VALVE TO ALLOW

FOR CONNECTING CLEAR

PRESSURE MONITORING TUBE

(TUBE TO REMAIN IN BOTTOM

OF VAULT)

OBSERVATION PORT - TEE W/

EXTENSION BROUGHT TO GRADE

WITH REMOVABLE CAP

3/4-INCH TAP - DIRECT THREAD

OR SADDLE (IF TAPPED WITH

MALE ADAPTOR, TRIM FLUSH

WITH INSIDE WALL)

D R

IE

T

A

IL

S

C-2a

C-2a

3" SCH 40 PVC

PIPE TO FIELD LINES

(TYP.)

24"

TRENCH

BACKFILL

MOUND FOR PROPER

DRAINAGE

ESTABLISH

VEGETATIVE

COVER

DRAIN LINE

CHAMBER

CHAMBER END CAP

SURROUND CONCRETE BLOCK, PAVER BRICK,

OR APPROVED EQUIVALENT SPLASH PAD

WITH A 4" WIDE 2" DEEP WASHED STONE

BED (TYP.)

CHAMBER

INSTALL SPLASH PAD

SEE DETAIL F

DRAIN FIELD LATERAL

(SEE NOTES 5, 6, 7 AND 8

AND DETAILS D, E AND F

THIS SHEET)

TRUE-UNION BALL VALVE

(BALL VALVE W/TWO

DISCONNECT UNIONS)

SEE NOTE 4

MANIFOLD

1. MANIFOLD SHALL BE INSTALLED LEVEL.

2. ORIFICE CONNECTION TO MANIFOLD SHALL BE BY THREADED

TAP OR SADDLE TAP.

3. APPROXIMATE INVERT ELEVATION OF FLOOR OF MANIFOLD

FOR INITIAL DRAIN FIELD IS 1177.5’ NGVD 29 AND FOR

THE REPAIR AREA IS 1180.0’ NGVD 29.

4. CONTRACTOR SHALL ADJUST VALVES FOR EACH TAP TO SUPPLY

EACH LATERAL WITH EQUAL FLOW.

DRAIN FIELD LATERALS

5. DRAIN FIELD LATERALS SHALL BE BY INFILTRATOR

SYSTEMS INC. MODEL QUICK4 EQUALIZER 36 CHAMBER OR

APPROVED EQUAL.

6. DRAIN FIELD LATERAL CHAMBERS SHALL BE INSTALLED

PER MANUFACTURER’S RECOMMENDATIONS.

7. TRENCH FOR DRAIN FIELD LATERAL CHAMBER SHALL BE

36-INCH DEEP. TRENCH BOTTOMS SHALL BE LEVEL AND

FOLLOW CONTOUR OF GROUND SURFACE. DRAIN FIELD

LATERALS SHALL BE SPACED A MINIMUM OF 9-FEET ON

CENTER.

8. CHAMBER SPLASH PAD SHALL BE INSTALLED AT THE

BEGINNING OF EACH LATERAL AND AT TURN DOWNS.

SPLASH PADS SHALL BE CONSTRUCTED IN ACCORDANCE

WITH DETAIL F OF THIS SHEET.

9. EACH DRAIN FIELD LATERAL SHALL BE A MINIMUM LENGTH

OF 92 FEET AND SPACED A MIN. 9’ APART. THERE ARE A

TOTAL OF 16 LATERALS.

�" SCH 40

PVC PIPE TAP

SHEET 11 OF 16

C3_pumpstadetails.dgn 12/11/2009 9:54:31 AM

ALUMINUM ACCESS DOOR

TO FIT 3’-0"X 3’-0" OPENING

WITH HINGE(S) AND RECESSED

LOCKING DEVICE

ALUMINUM ACCESS BI-FOLD DOOR

TO FIT 3’-0"X 4’-0" OPENING

WITH HINGE(S) AND RECESSED

LOCKING DEVICE

NON-SLIP STEP

PLUG VALVE (TYP)

18"0 X 6" DEEP

TEE W/ CAP

1/4" TAP, NIPPLE

PET COCK, AND

16’-0"

NON-SLIP STEP/

SUMP W/ CI GRATING

PIPE SUPPORT

(TYP)

10" THICK TOP

6" (TYP)

T

Y P

4" GSP VENT W/ SS

INSECT SCREEN

#6 BARS @ 6" E.W.

PIPE SUPPORT (TYP)

(STEEL OR

CONC. BLOCK)

COMPACTED

BACKFILL

6"

(TYP)

5’-0"

4" CISP DRAIN

W/ FLAP VALVE

FOR PUMP REMOVAL

VALVE CHAMBER

SLOPE AWAY FROM

STATION (TYP)

60^

B

B

A

T

Y P

PIPE SLEEVE (TYP)

GROUT VOID WATERTIGHT

W/ NON-SHRINK GROUT

(TYP)

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

6"

(TYP)

6"

(TYP)

10"

NON-SLIP

SYSTEM

3" PIPING

(TYP)

STEP

GAGE (TYP.)

60^

ANCHORED RAIL

CHECK VALVE

(TYP)

16"

4" DRAIN

GATE VALVE

& ST. COUP.

D FORCE MAIN TERMINATION

SCALE: N.T.S.

CAST IN-PLACE MAST

WELL FOR "WACO" 1052-5

HOIST

WET WELL

PUMP

6" NCDOT ABC

STONE

6" NCDOT ABC STONE

STA.

GPM TDH

H.P.

A B C E F G H I J

"A"

"B"

"C"

3’-0"

"F"

ALARM

"J"

2ND PUMP "ON"

"I"

1ST PUMP "ON"

"H"

PUMP(S) "0FF"

"G"

(MAX.)

4’

TEE W/ CAP

SIZE AS REQUIRED

P U

M P

S T

A T

T

A

IL

S

PUMP

PUMP STATION SCHEDULE

SECTION - PUMP STATION

10’-0"

SEE P.S. NOTE 3.

PLAN - PUMP STATION

SECTION - PUMP STATION

FT HAMBY 29 65 3.0 1138.0 1134.5 1132.5 1135.5 1134.0 1134.5 1135.0 1135.0

P U

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P-12

C-3

C-3

C-3

C-3

C-3

C-3

C-3 p u m p s ta d e ta ils

4" FROM WASH HOUSE

(INV. 1134.5’)

PUMP STATION NOTES:

2. NON-PERMANENT SEAL SHALL BE MADE WITH CLEAR SILICONE

RUBBER. APPLICATION SHALL BE MADE WITH SURFACES CLEAN

AND DRY. SUFFICIENT SILICONE RUBBER MATERIAL SHALL BE USED

TO SEAL AGAINST CORROSIVE ATMOSPHERE.

3. SEAL ALL CONDUIT AND PIPE OPENINGS WITH NON-SHRINK GROUT.

NONSHRINK GROUT SHALL CONFORM TO ASTM C 1107, GRADE A, B,

OR C, AND SHALL BE A COMMERCIAL FORMULATION SUITABLE FOR

THE PROPOSED APPLICATION.

ELECTRICAL CABLES SHALL BE IN CONDUIT FROM CONTROL PANEL

TO PUMP STATION. CONTROL CONDUCTORS SHALL BE INCLUSIVE

1. SIZE AND NUMBER OF POWER AND CONTROL CABLE/CONDUIT SHALL

BE PER PUMP STATION MANUFACTURER’S RECOMMENDATION.

PUMP STATION ELECTRICAL NOTES:

OF 2 SPARES MINIMUM.

GSP DUPLEX

PUMP-OUT SYSTEM

PUMP TANK

4" FROM WASH HOUSE

(INV. 1134.5’)

DIMENSIONS (FT)

PUMP TANK

10.0X20.0 (6000 GAL)

D

A

B

C

LBS

MAX. C

APACITY

PORTABLE HOIST

PROVIDE MOUNTING BRACKET

AT EACH PUMP STATION (TYP.)

PROVIDE ONE PORTABLE DAVIT CRANE

WITH HAND WINCH WITH DISC BRAKE

500 LBS CAPACITY. ALL FINISHES SHALL

BE STAINLESS STEEL. PROVIDE CABLE

AND HOOK.

STENCIL MAXIMUM CAPACITY

ON EACH SIDE

PROVIDE FLUSH MOUNTING

BRACKET AT EACH PUMP

STATION

STAINLESS STEEL CHAIN

4. THE CONTRACTOR SHALL PROVIDE UNDERGROUND ELECTRICAL

SERVICE TO THE CONTROL PANEL AND PUMPS FROM THE

EXISTING POWER UTILITY PAD MOUNTED TRANSFORMER.

1. PUMPS SHALL BE SUBMERSIBLE SEWAGE GRINDER PUMPS

AND SHALL BE HYDROMATIC, MODEL HPGH/H/X-300

W/ 5.125-INCH DIAMETER IMPELLER, AND SHALL BE

SINGLE PHASE, OR APPROVED EQUAL.

2. PUMPS SHALL BE MOUNTED ON A STAINLESS STEEL PIPE

RAIL SYSTEM ADEQUATELY ANCHORED TO THE WALL WITH

304 SS ANCHOR BOLTS TO RESIST MOVEMENT FOR REMOVAL

AND INSTALLATION OF PUMPS. A NON-MECHANICAL PIPE MATING

DISCONNECT SYSTEM SHALL ALSO BE PROVIDED WITH

HYDRAULIC SEALING BUNA RUBBER DIAPHRAGM.

3. MANHOLE STEPS SHALL BE PLASTIC REINFORCED STEEL.

4. ALL PIPE SLEEVE VOIDS SHALL BE SEALED WATERPROOF

WITH NONSHRINK GROUT.

5. QUICK FLANGES OR UNIFLANGES SHALL BE USED IN THE

PUMP STATION WET WELL OR BURIED OUTSIDE THE WETWELL

OR THE VALVE VAULT.

6. CONTRACTOR TO PROVIDE NECESSARY FITTINGS TO

CONNECT PUMP DISCHARGE TO RESPECTIVE FORCE MAIN.

7. INSTALL CONFINED SPACE SIGNS ON INSIDE FACE OF

ALUMINUM ACCESS DOORS (LAB SAFETY SUPPLY NUMBER

ZBW-27074, OR EQUAL).

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C4_MiscDetails.dgn 12/11/2009 9:55:12 AM

TEMPORARY SILT FENCE (TSF) DETAILS

COMPACTED FILL

2’ MIN’ (TYP)

MIN. 12.5 GA.

INTERMEDIATE

WIRES

MIN. 10 GA.

TOP & BOTTOM

WIRES

MIN. 12.5 GA.

VERTICAL

WIRES

FILTER

FABRIC

36" MIN WIDTH

FILTER FABRIC

NOTE: EXTEND FABRIC

AND WIRE INTO TRENCH

STEEL POST

(TYP)

NOTES:

1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND

SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY

SPACING.

2. FILTER FABRIC SHALL HAVE A MINIMUM OF 36" WIDTH.

FILTER FABRIC SHALL BE FASTENED ADEQUATELY TO

THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.

3. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE

OF THE SELF-FASTENER ANGLE STEEL TYPE.

4. NO DIRECT MEASUREMENT FOR PAYMENT WILL BE MADE FOR SILT

FENCE REQUIRED FOR WORK PERFORMED UNDER THIS CONTRACT.

PAYMENT WILL CONSTITUTE FULL COMPENSATION FOR

ALL LABOR, EQUIPMENT , TOOLS, MATERIALS AND INCIDENTALS

NECESSARY TO FURNISH, INSTALL AND MAINTAIN THE SILT FENCE.

30’+-

N S

IO

N

W

IR

E

" 2’-0"

DIA

BARBED WIRE

x x x x x x x x x x x x xxxxx x x x x x xxxxx

1’-0"

DIA

CONCRETE

FOOTING

TURNBUCKLE

TENSION WIRE

TRUSS ROD

@ END SECTIONS

LINE POST

(10’-0" MAX SPACING)

TOP RAIL

TERMINAL POST

(@CORNER

& ENDS)

STRETCHER

BAR BANDS

POST

BRACING

STRETCHER

BAR

O W

N x x x

CHAIN LINK FABRIC

EXISTING PAVED ROAD

2"- 3" COARSE AGGREGATE

CHAIN LINK FENCE/GATE DETAILS

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 xx x x

C L

R

2’-0"

DIA

2’-0"

DIA

OFFSET

CAP, TYPICAL

SEAL WELD ALL

JOINT, TYPICAL

INTERIOR LEAF

BRACE FOR

WIDER THAN 8’

LOCKING

DEVICE

PADLOCK

HOLE

TURN

BUCKLE

TRUSS

ROD

CHAIN

LINK

FABRIC

CONCRETE

FOOTING

STRETCHER

BAR, TYPICAL

FINISH GRADE

EMBEDDED 1" MIN

DIA GALVS PIPE STRIKE

CENTER STOP

HINGES

(TYPICAL)

6’ GATE LEAF (2 REQUIRED)

5" DIA.

GATE POST

(8’ MAX.)

WIRE FABRIC

GROUND LINE

VARIES AS DIRECTED BY THE CONTRACTING OFFICER

X

N

4"

8"

STEEL POST

CONCRETE

L T

E R

F A

B R I

C

ACCESS DRIVE DETAIL

PAVEMENT REPLACEMENT DETAIL

BEDDING MATERIAL

N

(ROADWAY SURFACE ONLY)

MIN. 12" COMPACTED STONE

FINISHED GRADE

4"

N

INITIAL BACKFILL

FINAL BACKFILL

(SEE SPECIFICATION

SECTION 02316A)

2" BITUMINOUS CONCRETE SURFACE

COURSE, TYPE I-2

N

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C5_MiscDetails2.dgn 12/11/2009 9:55:38 AM is c D e ta il2 .d g n

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P-14

8" COMPACTED

STONE

4" 4"4’ DIAMETER

SECTION

PLAN

FORCE MAIN DISCHARGE DETAIL

NO SCALE

STAINLESS STEEL

NUTS (8 REQ.)

1 1/2" x 1/8" THICK

STAINLESS STEEL STRAP

ALLHREAD ROD (2 REQ.)

90° ELL

STAINLESS STEEL

STRAPS & ANCHORS,

6’ MAX SPACING,

2 STRAPS MINIMUM

TEE W/ SCREW PLUG

TRANSISTION TO SCH 40

FORCE MAIN IN

GRADE RINGS AS REQUIRED

BOLTS ON MH FRAME AND COVER ONLY

PLACE MASTIC BETWEEN GRADE RINGS

4"

3/4" PIPE

DIAMETER

NOTE 3

"A" SEE

6"

MANHOLE STEPS

15" O.C. (TYPICAL)

4" DIAMETER

NOTE 3

3/4" PIPE

"A" SEE

TEE

VARIES 0" MIN.

12" MAX.

DIP FOR 20 FEET

ANCHOR BOLTS AT 24" CENTERS

WITH STAINLESS STEEL STRAPS AND

STONE BACKFILL

DIP DROP PIPE MOUNTED

OUTSIDE MANHOLE

OUTSIDE DROP

5. ALL DROP MANHOLES TO BE 5.0’ I.D.

PVC OR DIP DROP PIPE MOUNTED

WITH STAINLESS STEEL STRAPS AND

ANCHOR BOLTS AT 24" CENTERS

INSIDE DROP

2. TRANSITION RINGS SHALL HAVE A MINIMUM CLEARANCE OF 2’-0"

ABOVE THE EFFLUENT OVERT ELEVATION.

3. A DROP MANHOLE SHALL BE REQUIRED WHEN DIM. "A" EXCEEDS

24" EXCEPT WHEN THE INLET PIPE INVERT LIES WITHIN THE

LOWER HALF OF THE OUTLET PIPE.

4. FLEXIBLE WATERTIGHT, SYNTHETIC RUBBER SLEEVES, WITH

STAINLESS STEEL CLAMP; DRAW BOLT AND NUT; OR CAST-IN

SLEEVE; OR "A" LOCK CONNECTION SHALL BE FURNISHED FOR

EACH PIPE TO MANHOLE CONNECTION.

1. MANHOLE RISERS AND CONE SECTIONS SHALL CONFORM TO

ASTM C-478, LATEST REVISION.

NOTES:

PROVIDE BOLTS ONLY WHERE SPECIFIED

DROP PRECAST CONCRETE MANHOLE

NO SCALE

W/ STAINLESS STRAP

PER MFR. REQUIREMENTS

CAST OR CORE DRILL HOLE

DIAMETER AND MATERIAL VARIES

RUBBER BOOT

CONCRETE WALL

MANHOLE BOOT DETAIL

NO SCALENO SCALE

THICK & LARGER)

TWO FOR WALLS 8"

LESS THAN 8" THICK,

SEAL (ONE FOR WALLS

& SEALANT

BACKER ROD

MODULAR MECHANICAL

PIPE THRU

WALL OR FLOOR

AS RECOMMENDED

BY SEAL MFR

CORE DRILL EXISTING

CONC FLOOR OR WALL

BURIED, WET OR

BOTTOM SIDE

INTERIOR DRY

OR TOP SIDE

NOTE: BOLT HEAD ON ACCESSIBLE SIDE OF WALL OR FLOOR

ANNULAR SEAL WALL PENETRATION

NO SCALENO SCALE

18" SQ.x6"

CONC. PAD

PAVEMENT OR

GROUND

No. 67 STONE

4" FORCE MAIN

5’

TYPE III BEDDING

SAN. SWR. FORCE MAIN CLEANOUT DETAIL

NO SCALE

CAST IRON VALVE BOX &

COVER W/ "SEWER" CAST

IN LID

6"x4" RED RJ

6" FORCE MAIN

5 6

PLAN

6"

6"

2’-0" MIN.

BLOCK

CONCRETE REST

THAT OF MAIN LINE

AND DIAMETER TO MATCH

CLEANOUT RISER MATERIAL

OR EQUAL FOR 8" DIA. PIPE

DEWEY BROS. NO. MH-VA-2

PLUG

LINE, INSTALL PLUG HERE

IF CLEANOUT AT END OF

COMPOUND

COMPACTED BACKFILL

RADIUS ELBOW

ASPHALT JOINT

HOT POURED

COLLAR

CONCRETE

GRADE

FINISHED

OR EQUAL FOR 4" - 6" DIA. PIPE

DEWEY BROS. NO. MH-VA-4

CAST IRON MANHOLE VALVE BOX

30" SQUARE

CLEANOUT AT GRADE

NO SCALENO SCALE

BY MA INDUSTRIES, INC.

NOTE: PSI-PF MANHOLE STEP

REINFORCEMENT

1/2" GRADE 60 STEEL

5 3/4"

12"

10 3/4"

1 1/8" 1 1/4"

9 1/8"

3 3/8"

A

A

SECTION A-A

MANHOLE STEP

NO SCALE

COPOLYMER POLYPROPYLENE PLASTIC 7

I N

A S Y

R

AT

S

E W E

R

DETAIL 1

MANHOLE RING AND COVER DETAIL

NO SCALE

1"

4"3"

8 1/2" RIBS

1"

3/8"

1"

1/2"

3"

23 1/2"

SECTION OF COVER

HALF SECTION-FRAME HALF ELEVATION-FRAME

22 3/4"

5/8"

2 PICK HOLES

1/2"

33"

23 5/8"

3/4"

1"

1/2"7 1/4"

PLAN

P14P14

P14P14

P14P14P14P14

P14P14

P14P14 P14P14

P14P14

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C6_ContPanelShelter.dgn 12/11/2009 9:56:11 AM

4’-0"

8’-0"

1’-6"

FIBERGLASS

SHINGLES

2X6 TYP.

2X6 TYP.

6" GRAVEL

PUMP PANEL

RISER

SEE PLATE

E-1

PROVIDE EDGE

FLASHING EACH

END

FIBERGLASS SELF

SEALING SHINGLES

SEE DETAIL A

SEE DETAIL "C" SEE DETAIL "B"

PROVIDE PRESSURE

TREATED 2X6’s

EA. SIDE OF 6X6

POST, BOLT 2X6’s

TO POST WITH

�" PRESSURE

TREATED PLYWOOD

15 LB ROOFING

FELT

KC METALS RETROFIT

No. RUH210 OR EQUAL

TYP. EA. RAFTER

6X6 PRESSURE

TREATED POST

2X8 PRESSURE TREATED

RIDGE BOARD

2X6 PRESSURE TREATED

ROOFING RAFTER

ATTACH RIDGE BOARD TO

POST WITH KC METALS

No. TW9 TIE STRAP OR

EQUAL (4 EA. POST)

6x6 PRESSURE

TREATED POST

2X6 PRESSURE

TREATED BOARD,

2 PER POST

�" GALV. BOLTS,

NUTS & WASHERS

(TYP. FOR BOTH

POST)

�" GALV. BOLT, NUT

& WASHER (TYP. FOR

LOCATIONS WHERE ROOFING

RAFTER IS ATTACHED

TO HORIZ. BRACING

PROVIDE DRIP

EDGE

DETAIL "A"

DETAIL "B"

DETAIL "C"

CONTROL PANEL SHELTER DETAILS

N.T.S

N.T.S

N.T.S

N.T.S

PUMP

CONTOL

PANEL

1" PT PLYWOOD

REVERSE SIDE

PUMP 1

DISC.

PUMP 2

DISC.

6’-0"

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E1_pumpstaelec.dgn 12/11/2009 9:56:33 AM

G/B G/B

CONDUIT

SEALS

GROUND

ROD

SCALE: N.T.S.

SECTION - SUBMERSIBLE PUMP STATION

LOCATED ON PUMP

PANEL SHELTER

NEAR PUMP STATION

PUMP #2

DISCONNECT

NEMA 4X

ENCLOSURE

PUMP #1

DISCONNECT

NEMA 4X

ENCLOSURE

CONTROL JB

WITH ALARM

NEMA 4X PANEL

MARINE CABLE

FROM PUMP

1 �" PVC SCH 80

4-2/C

FLOAT CABLES

1 �" PVC SCH 80

HIGH WATER ALARM

LIGHT AND HORN

(SEE NOTE 11)

NO SCALESCALE:

#4

TO UTILITY

TRANSFORMER

LP

FINISHED GRADE

2-#2, 1-#8G

1 " C

2-#1/0, 1#1/0N

1 -�"C

1-#4 BARE COPPER

�"x10’

GROUNDING

ELECTRODE

PUMP STATION POWER RISER DIAGRAM

SEE NOTE

G/B

10" THICK TOP

6" (TYP)

T

Y P

#6 BARS @ 6" E.W.

PIPE SUPPORT (TYP)

(STEEL OR

CONC. BLOCK)

COMPACTED

BACKFILL

6"

(TYP)

5’-0"

4" CISP DRAIN

W/ FLAP VALVE

VALVE CHAMBER

SLOPE AWAY FROM

STATION (TYP)

6"

(TYP)

NON-SLIP

3" PIPING

(TYP)

STEP

GATE VALVE

& ST. COUP.

6" NCDOT ABC

STONE

"F"

4’

30A

DISC

30A

DISC

3-#6, 1-#10

2" PVC SCH 80

4" GSP VENT W/ SS

INSECT SCREEN

FOR PUMP REMOVAL

60^

T

Y P

6"

(TYP)

10"

SYSTEM

60^

ANCHORED RAIL

16"

PUMP

"A"

"B"

"C"

ALARM

"J"

2ND PUMP "ON"

"I"

1ST PUMP "ON"

"H"

PUMP(S) "0FF"

"G"

10’-0"

4" FROM WASH HOUSE

(INV. 1134.5’)

6" NCDOT

ABC STONE

STAINLESS STEEL CHAIN

PUMP

CONTOL

PANEL

PUMP

DISC.

PUMP STATION NOTES: CONTROL PANEL NOTES:

14. PUMP AND CONTROL CIRCUITS SHALL BE PROVIDED WITH MANUAL CIRCUIT

DISCONNECTS WITHIN A WATERTIGHT , CORROSION-RESISTANT, OUTSIDE

ENCLOSURE (NEMA 4X OR EQUIVALENT) ADJACENT TO THE PUMP TANK,

SECURELY MOUNTED AT LEAST 12 INCHES ABOVE THE FINISHED GRADE.

15. THE PUMPS SHALL BE MANUALLY OPERABLE WITHOUT REQUIRING THE USE

OF SPECIAL TOOLS OR ENTRANCE INTO THE TANK FOR TESTING PURPOSES.

16. CONDUCTORS SHALL BE CONVEYED TO THE DISCONNECT ENCLOSURE THROUGH

WATERPROOF, GASPROOF, AND CORROSION-RESISTANT CONDUITS, WITH

NO SPLICES OR JUNCTION BOXES PROVIDE IN THE TANK.

17. WIRE GRIPS, DUCT SEAL, OR OTHER SUITABLE MATERIAL SHALL BE USED TO

SEAL AROUND WIRE AND WIRE CONDUIT OPENINGS INSIDE THE PUMP TANK

AND DISCONNECT ENCLOSURE.

18. CONTROL PANEL SHALL PROVIDE: SHORT-CIRCUIT PROTECTION FOR EACH

PUMP AND FOR THE CONTROL SYSTEM, INDEPENDANT DISCONNECTS,

AUTOMATIC…