1614700dwg08of22CIVIL_SIGNING_UTILITIES.pdf

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

STATION

.5

.5

TRUCK INSPECTION

RESTRICTED

FEET

SPEED

LIMIT

R2-1

RESERVED

PARKING

R7-8

R5-1

R1-1

36"x36"

24"x18"

W16-2P

R10-6R

30"x30"

W11-2

KEEP RIGHT

24"x12"

SIGN LEGEND

30"x30"

24"x30"

36"x36"

12"x18"

24"x30"

CUSTOM

PAVEMENT MARKING LEGEND

SIGN SYMBOL LEGEND

24"x48"

R4-32-TEA

24"x96"

BASE ACCESS

VISITORS

RESTRICTED ACCESS ONLY

DELIVERIES / PUBLIC WORKS

R4-32-TEA MOD

SINGLE POST SIGN (SEE 3 & 6-7, CM500 FOR DETAILS)

DOUBLE POST SIGN (SEE 3 & 6-7, CM500 FOR DETAILS)

12"x48"

R4-31-TEA

BASE EXIT

12"x48"

R4-31-TEA

BASE EXIT

EXISTING SIGNS TO RELOCATE LEGEND

48"x48"(RIDGE/ECF MAIN INTERSECTION)

R10-6L

24"x30"

CUSTOM

AUTHORIZED

AREA

ACCESS

GATE CLOSED OBJECT MARKER

36"

12"x12"

36"x36"

W3-3A-TEA

30"x24"

W16-13P

R10-13-TEA

FOR PROCESSING

GO TO SENTRY GATE

CLOSED

18"x27"

R4-32-TEA MOD

12"x12"

NO TRESPASSING

NO TRESPASSING

RESTRICTED AREA

LED BLANK-OUT SIGN

30" x 30"

R5-1

WARNING U.S. GOVT PROPERTY

CM001

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SIGN NOTES:

18" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

6" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

4" DOUBLE YELLOW (SEE 2, CM500 FOR DETAILS)

(SEE 2, CM500 FOR DETAILS)

4" BROKEN WHITE (10' LINE, 30' GAP)

12" SOLID YELLOW (SEE 2, CM500 FOR DETAILS)

ADA SYMBOL (SEE 1, CM500 FOR DETAILS)

4" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

"DANGER DEICING" - FOLDING YELLOW SIGN, MOUNTED ON FENCE

GROUP OF FOUR PARK SIGNS, MOUNTED ON ONE POST

S

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V E

M E

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IN

G

G E

N D

I US GOVERNMENT PROPERTY LINE

(SEE 2, CM500 FOR DETAILS)

213A

"CAUTION : HIGH LEVEL RADIO FREQUENCY ENERGY AREA" SIGN,

(36" x 36" 9 SF)

MOUNTED ON ONE POST (12" x 18" 1.5 SF)

W11-2 SIGN, MOUNTED ON ONE POST (24" x 24" 2 SF)

"HUDSON BLVD" SIGN, MOUNTED ON ONE POST (8" x 24" 1.34 SF)

(24" x 24", 15" x 21", 12" x 24", 12" x 12" 12 SF)

G 12" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

J 12" WHITE CROSS-HATCHING PAVEMENT

STRIPING (45 DEG) (SEE CM500 FOR DETAILS)

36"

36"x34"

12"x18"

CONSERVATION AREA SIGN

POST AT 5' MOUNTING HEIGHT. SEE DETAIL 7, SHEET CS506.

IN AREAS NOT COVERED BY FENCE AT 100' INTERVALS. MOUNT ON 4"X4" WOOD

AREA. PLACE ON FENCE PER DETAIL 1, SHEET CS506. PLACE ALONG SHORELINE

PLACE SIGN 213A AT 100' INTERVALS ALONG ENTIRE LENGTH OF RESTRICTED 4.

CONTROL DEVICES.

ALL SIGNS MUST BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC 2.

UFC 3-120-01.

MUST BE HELVETICA NEUE - 55 ROMAN. EXTERIOR SIGNAGE MUST COMPLY WITH

PRIMARY HEADLINE TEXT MUST BE HELVETICA NEUE - 65 MEDIUM. BODY TEXT 1.

JSK JSK TCW

FOR ENTRANCE / WELCOME SIGN, SEE SHEET CM501.3.

SIGNAGE COORDINATES BELOW FOR PLACEMENT DETAILS.

HEIGHT. SEE DETAIL 7, SHEET CS506. SEE APPROXIMATE CONSERVATION AREA

BOUNDARY SOUTH OF THE ECF. MOUNT ON 4'X4' WOOD POST AT 5' MOUNTING

PLACE SIGN 220 AT 200' INTERVALS ALONG THE CONSERVATION EASEMENT 5.

OFFSETSTATION NORTHING EASTING

103+25 366941.2097 1302771.7436

CONSERVATION EASEMENT

SIGN PLACEMENT

104+05

105+00

106+98

108+46

109+87

110+58

86' LT

219' LT

229' LT

236' LT

174' LT

114' LT

80' LT

366749.1817 1302783.3730

366662.8728 1302610.6635

366612.2926 1302420.1982

366640.1772 1302261.8650

366666.3654 1302106.6853

366739.9458 1301964.7668

COORDINATES ARE APPROXIMATE. CONTRACTOR

ACCORDINGLY.

MUST FIELD VERIFY LOCATION AND PLACE

HOLE; INSTALL THE SIGN POST AND DRY PACK THE HOLE WITH QUICKRETE.

FOR SIGNS 213A AND 220 INSTALLATION, AUGER A MINIMUM 12-INCH DIAMETER 6.

12880921 358139

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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N40085-19-D-9008 T008

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PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

EXISTING FE

NCE

SITE

09 -

AOC 13

DIR

T ROADS

EXISTING W

OODEN FE

NCE

SIGN

36"x

36"

SIGN

24"x

24"

SIGN

12"x

18"

SIGN

8"x2

4"

SIGN

12x1

2" 12"x

24" 15"x

21" 24"x

24"

RID

GE R

OAD

T

R

ID

G E R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P E R T Y L

IN

E

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER M

ANHOLES

RIM

: 93.

71 (N

RIM

: 93.

68 (S

APPROXIM

ATE H

IGH

WATER LI

NE

VENT

POND

STATION "6

00"GPS C

ONTROL

R

ID

G E R

O A

D

HUDSON

BOULE

VARD

(2) 2 8" R

CP

INV. IN

: 65.

INV. O

UT: 64

.58

OLD GPS

CONTROL STATION

OLD GPS C

ONTROL STATION

EXISTING FE

NCE

GRAVEL

GRAVEL

RIM

: 93.

48COMM. B

OXES

RIM

: 93.

72COMM. B

OXES

IRON BELL

ANCHORSSHIP

RETIRED

ANTENNA TOWER

WIT

H GUY CABLES

S S

RIM

: 92.

0COMM. B

OX

CONTAINERSHIPP

ING

CONCRETE B

LOCKS

VARIOUS SI

ZE STAGING AREA FOR

FO

G

HARBO

R RO

AD

165339

52.43

SIGN

165340

53.30

EDGE OF PAVEMENT

165197

68.57

UNDERGROUND ELECTRIC

165196

68.72

UNDERGROUND ELECTRIC

165198

68.87

UNDERGROUND ELECTRIC

165199

69.19

UNDERGROUND ELECTRIC

165200

69.54

UNDERGROUND ELECTRIC

165201

69.58

UNDERGROUND ELECTRIC

165203

69.88

UNDERGROUND ELECTRIC

165202

69.91

UNDERGROUND ELECTRIC

165204

70.14

UNDERGROUND ELECTRIC

165205

70.16

UNDERGROUND ELECTRIC

165207

70.30

UNDERGROUND ELECTRIC

165206

70.34

UNDERGROUND ELECTRIC

165208

71.05

UNDERGROUND ELECTRIC

165209

71.27

UNDERGROUND ELECTRIC

165210

71.37

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

CO

W

165166

84.98

BUILDING CORNER

15" RCP

INV. IN: 46.08

INV. OUT: 45.32

INV. IN

: 89.

INV. O

UT: 89

.16

SEPTIC

FIELD

(POSSIB

LE T

ANK

LOCATION PER GI

S)

165167

85.13

BUILDING CORNER

165168

85.18

BUILDING CORNER

165169

85.42

BUILDING CORNER

S

DY

H

87.55

BUILDING CORNER

87.79

FINISH FLOOR

87.94

BUILDING CORNER

BRASS D

ISK IN

SET IN

CONCRETE

"US NAVY FACILI

TY BASELINE"

W

S

165151

93.43

WATER VALVE

WV

94.43

CLEAN OUT

94.47

BUILDING CORNER

94.52

CLEAN OUT

94.74

FINISH FLOOR

94.82

UNDERGROUND ELECTRIC

MH

94.99

SEWER MANHOLE

MH

95.03

SEWER MANHOLE

W

GATE

S

PROTECTION BUFFE

R

DRINKING W

ATER W

ELLHEAD

DRINKING W

ATER W

ELL

AOC 00

- NORTH BORROW P

IT

SITE

09 -

AOC 13

DIR

T ROADS

BUILDING AND SHED

SITE

08 -

MAINTENANCE

- FORMER SKEET RANGE

AOC 00

010B

- UXO 1

- FIR

ING RANGES

BUILDING AND SHED

SITE

08 -

MAINTENANCE

AOC 00

- NORTH BORROW P

IT

DIES

EL TANK500

GALLON

GATE

FOUND IR

ON PI

N

15" R

CP

INV. IN

: 83.

INV. O

UT: 82

.97

12" H

DPE

INV. IN

: 72.

INV. O

UT: 72

.42

S P E E D

LI

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CAUTION

ACTIVE VEHICLE

BARRIER SYSTEM

AHEAD

CM100

JSK JSK TCW

NORTH

PLAN

100' 200'0

CM101

CM102

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

EXISTING FENCE

EXISTING WOODEN FENCE

SIGN

36"x36"

RIDGE ROAD

T

PAVEMENT

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

F O

G H

A R B O

R R

O A D

W

INV. IN: 89.68

INV. OUT: 89.16

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

SWV

165151 93.43

WATER VALVE

WV

94.43

CLEAN OUT

94.52

CLEAN OUT

MH

94.99

SEWER MANHOLE

MH

95.03

SEWER MANHOLE

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

BUILDING AND SHED

SITE 00008 - MAINTENANCE

FOUND IRON PIN

S E

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T A

CM101

JSK JSK TCW

NORTH

PLAN

30' 60'0

D

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F

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F

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A

A

A

A

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A

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D

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E

+20.0

.0

.0

24.0'

.0

15.0'

.0

12.0'

.0

.0

.0

.0

.0

.2

.0

.2

.0

.2

.2

.0

.2

6.0'

+33.1

+58.8

+20.7

+8.2

+71.5

+79.6

+20.5

+21.3+64.2

.2

+22.1

TIE INTO EXISTING MARKING

F

E

SIGN SYMBOL LEGEND

SINGLE POST SIGN (SEE 3 & 6-7, CM500 FOR DETAILS)

DOUBLE POST SIGN (SEE 3 & 6-7, CM500 FOR DETAILS)

PAVEMENT MARKING LEGEND

A

B

C

D

E

F

H

18" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

6" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

4" DOUBLE YELLOW (SEE 2, CM500 FOR DETAILS)

(SEE 2, CM500 FOR DETAILS)

4" BROKEN WHITE (10' LINE, 30' GAP)

12" SOLID YELLOW (SEE 2, CM500 FOR DETAILS)

ADA SYMBOL (SEE 1, CM500 FOR DETAILS)

4" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

E

E

I

I

(SEE 2, CM500 FOR DETAILS)

US GOVERNMENT PROPERTY LINE

SEE SHEET CM501 DETAILS

ENTRANCE / WELCOME SIGN

C 214

NOTES:

S

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M E

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IN

A N

CONSERVATION EASEMENT BOUNDARY

SIGN # 219 MOUNTED TO FENCE4.

TO ENTRANCE SLIDING GATE.

SIGN # 218 MOUNTED TO PEDESTRIAN SWING GATE. SIGN # 214 MOUNTED3.

FOR SIGNALS & FURTHER INFORMATION, SEE SAFETY SCHEME SHEET CM4002.

SEE CM001 FOR SIGNING LEGEND.1.

20' TYP.

20' TYP.

T

Y P

' T

Y P

301 (EX)

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

SITE 00009 - AOC 13 DIRT ROADS

SIGN

24"x24"

SIGN

12"x18"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

B132

B140

R

ID

G E R

O A

D

PAVEMENT

PAVEMENT

EXISTING

FENCE

GRAVEL

GRAVEL

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

FFE: 96.29

EXISTING FENCE

GRAVEL

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

CO

165166 84.98

BUILDING CORNER

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

165167 85.13

BUILDING CORNER

S

DY

H

87.55

BUILDING CORNER

87.79

FINISH FLOOR

87.94

BUILDING CORNER

SEPTIC FIELD

94.47

BUILDING CORNER

94.74

FINISH FLOOR

94.82

UNDERGROUND ELECTRIC

W

GATE

SAOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

DIESEL TANK

500 GALLON

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

S E

E S

H E

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M

M A

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H L

IN

E S

T A . 3

S E

E S

H E

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M

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H L

IN

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T A

CM102

JSK JSK TCW

NORTH

PLAN

30' 60'0

D

D

E

E

F

F

F

E

C

D

D

D

D

C

E

F

F

.2

.0

+49.5

.2

.0

+14.6

.0

.0 '+29.3

.2

.2

.0

+29.3

.0

12.0'12.

0'

+17.7

.0

.0

.4 .9

.0 '1 .0

12.0'

12.0'

10.8'

10.8'

+80.0

+21.4

+94.0 +69.0+24.0

+14.9

.0

.0

.0

.0

+99.3

.0

.0

+38.0

.0

.0

.0

.0

+82.0

12.0'

12.0' +34.0

.0 '1

.0

+40.4

12.0' +34.8

.0

.0

+11.9

TIE INTO EXISTING MARKING

TIE INTO EXISTING MARKING

F

E

SIGN SYMBOL LEGEND

SINGLE POST SIGN (SEE 3 & 6-7, CM500 FOR DETAILS)

DOUBLE POST SIGN (SEE 3 & 6-7, CM500 FOR DETAILS)

PAVEMENT MARKING LEGEND

A

B

C

D

E

F

H

18" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

6" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

4" DOUBLE YELLOW (SEE 2, CM500 FOR DETAILS)

(SEE 2, CM500 FOR DETAILS)

4" BROKEN WHITE (10' LINE, 30' GAP)

12" SOLID YELLOW (SEE 2, CM500 FOR DETAILS)

ADA SYMBOL (SEE 1, CM500 FOR DETAILS)

4" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

NOTES:

303 (EX.)

302 (EX.)

302 (PR.)304 (EX.)

305 (EX.)

305 (PR.)

304 (PR.)

303 (PR.)

301 (PR.)

S

IG

V E

M E

R K

IN

A N

C

+28.5

FOR FLASHING SIGNAL & ELECTRICAL, SEE SHEET ES102.3.

SAFETY SCHEME SHEET CM401.

FOR SAFETY SIGNALS & FURTHER INFORMATION, SEE2.

SEE CM001 FOR SIGNING LEGEND.1.

G 12" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

G

G

G

CONSERVATION EASEMENT BOUNDARY

142 358

12880924

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1 2 3 4 5

A

B

C

V A

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A C

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IT

IE

S E

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IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C M

.d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

RIDGE ROAD

INV. IN: 89.68

INV. OUT: 89.16

S E

E S

H E

E T C

M

M A

T C

H L

IN

E S

T A . 3

S E

E S

H E

E T C

M

M A

T C

H L

IN

E S

T A

CM400

JSK JSK TCW

NORTH

PLAN

20' 40'0

F

F

D

D

B

D D

F

B

D

F

F E

E

F

PAVEMENT MARKING LEGEND

A

B

C

D

E

F

18" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

6" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

4" DOUBLE YELLOW (SEE 2, CM500 FOR DETAILS)

(SEE 2, CM500 FOR DETAILS)

4" BROKEN WHITE (10' LINE, 30' GAP)

12" SOLID YELLOW (SEE 2, CM500 FOR DETAILS)

4" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

E

205 R

NOTES:

LEGEND

G

STRIPING (45 DEG) SEE CM500 FOR DETAILS

12" WHITE CROSS-HATCHING PAVEMENT

4'

4'

205 L

205 R

205 L

205 R

205 L

E

EENTRY CONTROL POINT FENCE WITH PASSIVE

VEHICLE CABLE BARRIER, M30 RATED

FULL CONTAINMENT SAFETY SCHEME

S A F

E

Y

C

H E

T

A N

3 2 1

G

G

G

M30 RATED

CABLE BARRIER,

PASSIVE VEHICLE

GUARDRAIL

MODIFIED MIDWEST

CRASH RATED TRAFFIC ARM

WHITE CROSSHATCHING PAVEMENT MARKINGS SEE G

STOP LINE PAVEMENT MARKING SEE E

POLE MOUNTED TRAFFIC SIGNAL

COLUMN MOUNTED TRAFFIC SIGNAL

POST MOUNTED SIGN

LOOP DETECTION AREA NUMBER

QUADRUPLE INDUCTIVE LOOP DETECTOR

6' 6

4'

6' 6 '12'

3' 2'

20'

20'

5'

2'

6'

' 6'

' 12' 6

DROP ARM # 3 - OUTBOUND LANE DROP ARM # 2 - LEFT INBOUND LANE

3' 3'

12' 6

5'

6' 6

3' 3'

2'2'

DROP ARM # 1 - RIGHT INBOUND LANE

20'

6'

C

CLEAR ZONE

CLEAR ZONE

G

G

J

SEE TS102 FOR TELECOM CONNECTIONS.11.

SEE CM001 FOR SIGNING LEGEND.10.

AVB EQUIPMENT WIDTHS SHOWN ON SECTIONS A1-A1 AND A2-A2 VARY BY AVB TYPE, MODEL, AND MANUFACTURER.7.

TO THE STATE DOT OR LOCAL STANDARDS.

DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT MUST CONFORM6.

LOOP 1 - GATE ARM LOOP (IF USED), LOOP 2 - ENTRY SAFETY LOOP, LOOP 3 - EXIT SAFETY LOOP.5.

ALL PAVEMENT MARKINGS MUST BE RETROFLECTIVE AND DESIGNED TO ENHANCE TRACTION.4.

BARRIER EQUIPMENT.

OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE3.

ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPLET 55-15.

ALTERNATING RED AND WHITE TYPE X RETROFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND2.

MUTCD, SDDCTEA PAMPLET 55-15 AND LOCAL REGULATIONS.

SIGNS, SIGNALS, AND PAVEMENT MARKINGS MUST CONFORM TO MUTCD, DOD SUPPLEMENT TO THE1.

MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.

ANY ALTERATION IN TRAFFIC CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING,

PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS,9.

RETROFLECTIVE STRIP 12-INCH INDICATIONS MUST BE USED.

ALL SIGNALS MUST BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH 8.

FENCE WITH PASSIVE

ENTRY CONTROL POINT

M30 RATED

VEHICLE CABLE BARRIER,

143 358

12880925

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

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A C

IL

IT

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S E

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IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C M

.d

Y O

M E

P

O T T E

D

:2

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

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C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

SIGN

24"x24"

SIGN

12"x18"

SIGN

8"x24"

R

ID

G E R

O A

D

PAVEMENT

SAND / SALT

SHED

LOCATION PER GIS)

87.55

BUILDING CORNER

87.79

FINISH FLOOR

87.94

BUILDING CORNER

94.47

BUILDING CORNER

94.74

FINISH FLOOR

94.82

UNDERGROUND ELECTRIC

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

S E

E S

H E

E T C

M

M A

T C

H L

IN

E S

T A . 3

S E

E S

H E

E T C

M

M A

T C

H L

IN

E S

T A

CM401

JSK JSK TCW

NORTH

PLAN

20' 40'0

D

E

PAVEMENT MARKING LEGEND

A

B

C

D

E

F

G

18" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

6" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

4" DOUBLE YELLOW (SEE 2, CM500 FOR DETAILS)

(SEE 2, CM500 FOR DETAILS)

4" BROKEN WHITE (10' LINE, 30' GAP)

12" SOLID YELLOW (SEE 2, CM500 FOR DETAILS)

4" SOLID WHITE (SEE 2, CM500 FOR DETAILS)

NOTES:

S A F

E

H E

T

A N

LEGEND

FULL CONTAINMENT SAFETY SCHEME

STRIPING (45 DEG) SEE CM500 FOR DETAILS

12" WHITE CROSS-HATCHING PAVEMENT

F

F

C

F

205 R

205 L

205 R

205 L

F

E

E

D

E

C

F 1

2 3

GG

G

G

GUARDRAIL

MODIFIED MIDWEST

M30 RATED

CABLE BARRIER,

PASSIVE VEHICLE

CRASH RATED TRAFFIC ARM

WHITE CROSSHATCHING PAVEMENT MARKINGS SEE G

STOP LINE PAVEMENT MARKING SEE E

POLE MOUNTED TRAFFIC SIGNAL

COLUMN MOUNTED TRAFFIC SIGNAL

POST MOUNTED SIGN

LOOP DETECTION AREA NUMBER

QUADRUPLE INDUCTIVE LOOP DETECTOR

10' 20'0

AVB DETAIL

SEE TS102 FOR TELECOM CONNECTIONS.2.

SEE CM001 FOR SIGNING LEGEND.1.

12'

5'

27'

6'

5'5' 2'

6'

2'

DROP ARM CRASH BEAM

6'

2' 2' 5'

6' 6

5'

5'

12'

25'

DROP ARM CRASH BEAM

302 (PR.)

303 (PR.)

301 (PR.)

144 358

12880926

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

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A C

IL

IT

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S E

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IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C M

.d

Y O

M E

P

O T T E

D

:3

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

NOT TO SCALECM500

4" (TYP.)

8" (T

YP.

4" (T

YP.

10'-0"

FOR PARKING DIMENSIONS & LAYOUT

5'-0" (MIN)

HANDICAP RAMP (SEE DETAIL)

HANDICAPPED

PARKING SPACE

(TYP.)

PAINT (TYP.)

TRAFFIC

WHITE

2 COATS

NOTE: SEE SITE LAYOUT PLAN

10'-0"

NOT TO SCALECM500

ACCESSIBLE PAVEMENT MARKING DETAIL

NOT TO SCALECM500

PAVEMENT MARKING DETAILS

NOT TO SCALECM500

NOT TO SCALECM500

MAINEDOT PAVEMENT MARKING NOTES MAINEDOT PAVEMENT MARKING TYPICAL TWO-WAY ROADWAY 6

NOT TO SCALECM500

NOT TO SCALECM500

MUST

must must must must must must must must must must must

STANDARD SIGN BASE FOR HANDICAP SIGN

must must must must must must must must

AND ROUTE MARKER ASSEMBLY SIGNS, TYPE I TO H-BEAM POSTS

MAINEDOT ATTACHMENT OF SIGNS, REGULATORY, WARNING,

MAINEDOT H-BEAM POSTS DETAIL

LIMITS AS SHOWN

WITHIN STALL

SYMBOL PAINTED

NATIONAL HANDICAP

TYPICAL GOVERNMENT PROPERTY LINE

BLUE

US GOVERNMENT PROPERTY2

NOT TO SCALE

12" 12"

W

IT

E

EQUAL DISTANCE

REPEAT AS NECESSARY ACROSS WIDTH OF ROAD - EP TO EP

EQUAL DISTANCE

18"

12"

45 DEGREES TO PAVEMENT EDGE

12"

4'

YELLOW MEDIAN HATCH LINES DETAIL

12"

WHITE SHOULDER CROSS-HATCH MARKINGS

10' GAP BETWEEN MARKINGS

PC CONCRETE

3"

GROUND SURFACE

OF CONCRETE

TRAFFIC YELLOW

AND PAINTED

W/ CONCRETE

SLOPE TOP

"U"-CHANNEL POST

(2 LBS./FT.)

BOLLARD FILLED

USE 6" PIPE

IN PAVED AREAS,

WHEN SIGN IS

MOUNT

SIGN

HERE

M

IN

1'-6"

IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

LOCAL CODES AS SPECIFIED. MOUNT SIGNS TO POST

"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S

ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF

WHITE STOP BARS

FULL WIDTH

OF APPROACH

YELLOW TWO WAY BARRIER LINES

WHITE BROKEN LANE LINE

WHITE SOLID LANE LINE

10' 30' 10'

24''48''

YELLOW OR WHITE MINI-SKIPS

4''

4''

4''

4''

6"

6''

YELLOW OR WHITE EDGE LINE 4"

CM500

JSK JSK TCW

S

IG

V E

M E

R K

T A

IL

S

145 358

12880927

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C M

.d

Y O

M E

P

O T T E

D

:2

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CM501

DET CUTLER WELCOME SIGN - FRONT ELEVATION 2

CM501

DET CUTLER WELCOME SIGN - REAR ELEVATION

NOT TO SCALE NOT TO SCALE

NSA Cutler

9'-0"

NEW SIGN MUST BE WITHIN THE SAME OVERALL DIMENSIONS AS THE EXISTING SIGN.1.

NOTE:

CM501

JSK JSK TCW

E N

T R

A N

T A

IL

GRAPHICS. FLUSH MOUNTED.

LOGO WITH DIE-CUT VINYL

FABRICATED ALUMINUM, 3" THICK,

SIGN FACE

GRAPHICS. FLUSH MOUNT TO

LOGO WITH DIE-CUT VINYL

FABRICATED ALUMINUM, 3" THICK,

-0

-0

12880928 146 358

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C U

.d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

E U F

(A B )E

S S x

X

EUE

S

CM

P

INV.

INV.

S

WV

S

S

S

S

EXISTING FE

NCE

SITE

09 -

AOC 13

DIR

T ROADS

EXISTING W

OODEN FE

NCE

SIGN

36"x

36"

SIGN

24"x

24"

SIGN

12"x

18"

SIGN

8"x2

4"

SIGN

12x1

2" 12"x

24" 15"x

21" 24"x

24"

RID

GE R

OAD

B137

B134

B135

B132

T

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P E R T Y L

IN

E

EXISTING

FENCE

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER M

ANHOLES

RIM

: 93.

71 (N

RIM

: 93.

68 (S

APPROXIM

ATE H

IGH

WATER LI

NE

VENT

POND

STATION "6

00"GPS C

ONTROL

SAND / S

ALT

SHED

(2) 2 8" R

CP

INV. IN

: 65.

INV. O

UT: 64

.58

FFE

: 95.

FFE

: 95.

SEPTIC

FIELD

FFE

: 96.

OLD GPS

CONTROL STATION

OLD GPS C

ONTROL STATION

EXISTING FE

NCE

GRAVEL

GRAVEL

RIM

: 93.

48COMM. B

OXES

RIM

: 93.

72COMM. B

OXES

IRON BELL

ANCHORSSHIP

RETIRED

ANTENNA TOWER

WIT

H GUY CABLES

S S

RIM

: 92.

0COMM. B

OX

CONTAINERSHIPP

ING

CONCRETE B

LOCKS

VARIOUS SI

ZE STAGING AREA FOR

FO

G

HARBO

R RO

AD

F O

G H

A R

B O

R R

O A

D

CO

W

165166

84.98

BUILDING CORNER

INV. O

UT: 89

.16

SEPTIC

FIELD

(POSSIB

LE T

ANK

LOCATION PER GI

S)

165167

85.13

BUILDING CORNER

165168

85.18

BUILDING CORNER

165169

85.42

BUILDING CORNER

S

DY

H

87.55

BUILDING CORNER

87.79

FINISH FLOOR

87.94

BUILDING CORNER

BRASS D

ISK IN

SET IN

CONCRETE

"US NAVY FACILI

TY BASELINE"

W

S

SEWER M

ANHOLE

RIM

: 91.

SEWER M

ANHOLE

RIM

: 95.

SEWER M

ANHOLE

RIM

: 94.

165151

93.43

WATER VALVE

WV

SEPTIC

FIELD

94.43

CLEAN OUT

94.47

BUILDING CORNER

94.52

CLEAN OUT

94.74

FINISH FLOOR

94.82

UNDERGROUND ELECTRIC

94.99

SEWER MANHOLE

95.03

SEWER MANHOLE

W

GATE

S

PROTECTION BUFFE

R

DRINKING W

ATER W

ELLHEAD

DRINKING W

ATER W

ELL

AOC 00

- NORTH BORROW P

IT

SITE

09 -

AOC 13

DIR

T ROADS

BUILDING AND SHED

SITE

08 -

MAINTENANCE

- FORMER SKEET RANGE

AOC 00

010B

- UXO 1

- FIR

ING RANGES

BUILDING AND SHED

SITE

08 -

MAINTENANCE

AOC 00

- NORTH BORROW P

IT

DIES

EL TANK500

GALLON

GATE

FOUND IR

ON PI

N

15" R

CP

INV. IN

: 83.

INV. O

UT: 82

.97

12" H

DPE

INV. IN

: 72.

INV. O

UT: 72

.42

W

SS

3/4" G

P

V C

2" P

VC

CHAMBER

PUMP

OUT

CLEAN

CHAMBER

DISSIPATION

ENERGY

TANK

SEPTIC

FIELD

LEACH

D-BOX

SAN

PVC

4"

CO

W

2" P

VC

P

V C

P

V C

1.

5" P

V C

SDR 32

.5

2" PVC

P

V C

3/4"

PROPANE

PVC

1.5"

S D

R

.5

P

V

.5 P

V C

TANK

SEPTIC

SEWER

PRESSURE

HOUSE

WELL

WELL

TANK ON PAD

PROPANE

CU100

JSK JSK TCW

NORTH

PLAN

100' 200'0

CU101

O V

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A

IV

IL

IT

IE

A N

12880929 358147

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

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IP

T

IO

N S

Y M

1614700

CRH/LAF

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P -3

P

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D o c u m e n t s

P r o je c t s

C A

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F T

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A C

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

E U F

(A B )E

SS

S S

WV

EXISTING FENCE

EXISTING WOODEN FENCE

SIGN

36"x36"

RIDGE ROAD

B137

B134B135

T

PAVEMENT

P R

O P

E R

T Y L

IN

E

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

F O

G H

A R B O

R R

O A D

W

INV. OUT: 89.16

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

165151 93.43

WATER VALVE

WV

94.43

CLEAN OUT

94.52

CLEAN OUT

94.99

SEWER MANHOLE

95.03

SEWER MANHOLE

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

BUILDING AND SHED

SITE 00008 - MAINTENANCE

FOUND IRON PIN

W

3/4" G

2" P

V C

2" PVC

CO

2" P

VC

P

V C

P

V C

1.5 " P

VC

SDR 32.5

2" PVC

P

V C

3/4" PROPANE

PVC

1.5"

S D

R .5

P

V

.5 P

V C

SS

W

CU101

NHL GMJ DRF

CAP AND ABANDON EXISTING WATER LINE

CAP AND ABANDON EXISTING SEWER LINE

EXISTING SEPTIC TANK TO REMAIN

U T

IL

IT

A N

FIRE SYSTEM NOTES:

ID

E

N T

IF

IC

A T

IO

N O

F F

IC

S

S A

INSPECTION OFFICE

GUARD AND TRUCK

NORTH

PLAN

30' 60'0

CONNECT 2"PVC TO EXISTING POTABLE WATER

4" PVC SAN. CONNECT TO EXISTING D-BOX

ELECTRICAL COORDINATION NOTES

EXISTING CLEANOUTS TO BE REMOVED

UTILITY FEATURE NOTES

CAP EXISTING WATER LINES ON EACH SIDE.

REMOVE EXISTING WV BOX AND AND VALVE.

INCHES OF TOP SOIL, SEED AND MULCH.

COMPACTED SOIL. RESTORE SITE WITH 4

HOLES IN BOTTOM OF TANK, BACKFILL WITH

FEET BELOW EXISTING GRADE, BREAK

REMOVE TANK OR DEMOLISH TANK TO 3

PUMP OUT EXISTING SEPTIC TANK AND

SHEET NOTES:

CONNECT TO EXISTING 4" SAN.

EXTEND BLDG SAN FROM CLEANOUT TO

EX SEPTIC DRAIN FIELD TO BE ABANDONED

TO FIRE TANK MONITORING PANEL.

CONNECTIONS TO SEWAGE PUMP STATION AND

TRENCH DETAILS AND POWER SUPPLY

SEE ELECTRIAL DRAWINGS FOR CONDUIT 1.

0+83.98

1+28.63

1+69.85

POINT STATION NORTHING EASTING POINT DESCRIPTION

0+58.80

2+71.35

PC

PT

PC

PT

PC

PT

0+47.00

1+78.72

2+62.47

4+60.90

POINT STATION NORTHING EASTING POINT DESCRIPTION

0+44.26 GATE VALVE

90 DEGREE HB

45 DEGREE HB

45 DEGREE HB

11 12

366856.05

366853.37

366882.47

366953.31

367145.65

1302462.99

1302463.58

1302592.03

1302636.70

1302587.93

366971.16 1302464.71

1302488.31366979.73

1+03.45 1302505.64366988.63

1302529.24366997.20

367006.30 1302569.44

1302641.87367071.13

3+80.377

PC1302677.53367174.15

4+07.94 1302693.10367196.48

EXISTING GRADE.

SOIL, SEED AND MULCH TO RESTORE TO

AGGREGATE, PLACE SOIL, 4 INCHES OF TOP

GRADE. PLACE GEOTEXTILE OVER

WITH AGGREGATE TO WITHIN 3 FEET OF

HOLES IN BOTTOM OF MANHOLE AND BACKFILL

INSTALL EXPANSION PLUGS IN PIPES. PUNCH

DEMOLISHING TO 3' BELOW EXISTING GRADE.

ABANDON EXISTING MANHOLE BY

SAN

FORCE MAIN STAKEOUT DATA

NOT USED

NOT USED

PT - CONNECT TO MH

TABLE ON THIS SHEET.

INDICATES STAKEOUT POINT. SEE DATA 2.

MATERIALS.

PERMIT ADJUSTMENTS TO DESIGN AND

SUFFICIENTLY AHEAD OF CONSTRUCTION TO

AT CROSSINGS AND CONNECTIONS

LOCATION AND DEPTH OF EXISTING UTILITIES

CONTRACTOR MUST TEST PIT TO VERIFY 1.

SHEET CU-501.

BURIED. SEE DETAILS ON

TWO 11,000 GAL FIRE TANKS,

SHEET CU-501.

TANKS TO DRY HYDRANT. SEE DETAILS ON

PROVIDE 4" DI HEADER PIPING TO CONNECT 2.

86-INCH COVER.

FIRE STORAGE TANKS. BURY TANKS WITH MIN.

PROVIDE TWO 11,000 GALLON FIBERGLASS 1.

SERVICE COMPANY.

INSTALLED AND CONNECTED BY PROPANE

AND TEMPORARY PIPE CAP. PROPANE TANK TO BE

TERMINATE WITH 3/4 INCH GAS RATED BALL VALVE

PROPANE PIPING WITH RIGID STEEL PIPE AND

TANK, SEE DETAIL A1 ON SHEET S-503. STUB UP

18' x 5' CONCRETE EQUIPMENT PAD FOR PROPANE

1,000 GAL SEPTIC TANK (DETAIL 2, SHEET CU502)

INDICATOR VALVES.

PANEL AND ALARM. VALVES MUST BE POST

PAD, BOLLARDS AND FIRE TANK MONITORING

DRY HYDRANT (DETAIL 1, SHEET CU501), CONCRETE

TERMINAL MANHOLE (DETAIL 5, SHEET CU502)

UNISTRUT MOUNTED

SHEET CU502) WITH POWER AND ALARM PANEL,

EFFLUENT PUMP AND CHAMBER (DETAIL 4,

DETAILS ON SHEET CU-503

NEW WELL HOUSE. SEE

GATE VALVE, DIRECT BURY WITH ROADWAY BOX

(3)

TEE

WATER SYSTEM STAKEOUT DATA

16 367082.83 1302437.40

17 367090.17 1302427.90

WELL HOUSE CORNER

WELL HOUSE CORNER

TREATMENT EQUIPMENT.

VALVES AND PIPING TO BYPASS EXISTING

SYSTEM. INSTALL NORMALLY CLOSED BALL

SUPPLY FROM NEW WELL SUPPLY EXISTING

MODIFY PIPING INSIDE BLDG 137 FOR EMERGENCY

SECTION 33 11 13.

PUMP, AND TREATMENT EQUIPMENT. SEE

BLADDER TANK, HYPOCHLORITE DRUM AND FEED

SLAB. BUILDING TO HOUSE WELL PUMP CONTROLS,

PROVIDE NEW 12'x12' WELL HOUSE ON CONCRETE

SUPPLY WIRING IN SAME TRENCH.

INSTALL WATER PIPE AND CONDUIT WITH POWER

33 11 13. CONTRACTOR TO SITE WELL.

AND PERMITTING IN ACCORDANCE WITH SECTION

CASING, PUMP, SCREENS, PIPE, POWER, TESTING,

CONSTRUCT NEW 500' DEEP WELL, INCLUDING

4" PVC

12880930 358148

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

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N T S

P -3

P

E R

IM

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E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

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G F

P

C U

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M E

P

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D

E R jk n ig h t

AS NOTED

D E

P A

R T

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N T O

F T

H E N

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A C

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IN

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

110110

110110

0+00 1+00 2+00 3+00 4+00 5+00

STA.: 0+34

INV. EL.: 82.80

6"U.D.

INV. OUT: 77.44

INV. IN: 77.69

RISER RIM EL: 90.7

SEPTIC TANK

PUMP BASIN

4' DIAMETER

PROP. GRADE

STA.:1+87

INV. EL.:87.47

PROP. 2" WATER MAIN

EL.:79.51

CONNECT TO CLEANOUT

SLOPE: 2.0%

SEWER

GRAVITY

4" PVC

EX. GRADE

INV. OUT: 87.35

INV. IN: 87.45

RIM EL.: 91.00

STA: 4+24

MANHOLE

D BOX

CONNECT TO

GRAVITY SEWER

4" PVC

STA:4+31

D BOX

INV.: 85.28

INV.: 84.68

INV.: 86.39

INV.: 86.88

INV.: 87.00

INV. IN: 87.22

86" COVER, MIN

INV.: 84.43

PROP. 2" PVC FM

STA.: 3+96

BE ABANDONED

EX. WATER TO

PROPOSED SANITARY FORCE MAIN PROFILE

INV. 85.76

110110

110110

0+00 1+00 2+00 3+00 4+00 5+00 6+00

EX. GRADE

PROPOSED WATER LINE PROFILE

STA.:3+42

INV. EL.: 86.10

PROP. 2" FM

STA.:1+65

INV. EL.:78.35

18" STORM DRAIN

STA.:2+62

INV. EL.:79.92

2" 45° HB

STA.:5+12

INV. EL.:79.69

2" 45° HB

WATER MAIN

EXISTING

CONNECT TO

INV.: 81.28

INV.: 85.68

INV.: 86.48

INV.: 85.60

INV.: 81.90

INV.: 79.30

PROP. 2" PVC WATER MAIN

INV.: 76.82

INV.: 76.69INV.: 76.61

SERVICE LINE

1 1/2" PVC

PROP. GRADE

STA.:0+89

INV. EL.:81.09

4" DIA. F.D.

STA.:0+44

INV. EL.:76.67

1 1/2" GATE VALVE

STA.:0+30

INV. EL.:81.08

4" DIA. F.D.

STA.:0+11

INV. EL.:83.95

6" DIA. U.D.

BUILDING SERVICE

CONNECT TO

INV.: 77.14

STA.:1+79

INV. EL.:76.89

2" 45° HB

STA.:0+47

INV. EL.:76.63

REDUCING HB

2" 90°

STA.:5+24

INV. EL.:78.1+/-

2" SLEEVE

COVER

68" MIN.

STA.:0+01

INV. EL.:81.99

4" DIA. F.D.

STA: 4+68

EX. UGE

VALVE

2" GATE

STA: 4+31

INV. EL. 85.15

2"x2" TEE

VALVE

2" GATE

CU200

NHL GMJ DRF

30' 60'0

HORIZONTAL SCALE

VERTICAL SCALE

5' 10'0

U T

IL

R

O F

IL

E

SSHEET NOTES:

INSTALLED MATERIALS.

REVISIONS WITHOUT CHANGES TO

CONSTRUCTION TO ALLOW DESIGN

FEATURES SUFFICIENTLY AHEAD OF

OF EXISTING UNDERGROUND

HORIZONTAL AND VERTICAL LOCATION

POSITIVELY VERIFYING THE

CONTRACTOR IS RESPONSIBLE FOR

ON BEST AVAILABLE INFORMATION.

AND FEATURES ARE SHOWN BASED

EXISTING UNDERGROUND UTILITIES

12880931 358149

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

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IP

T

IO

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Y M

1614700

CRH/LAF

IM

P

R O

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N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C U

.d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

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G S

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T E

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IN

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CU501

NHL GMJ DRF

U T

IL

T A

IL

S

4" OUTLET TO TANK HEADER PIPING

4" FILL PIPE

30" ACCESS MANWAY

4" VENT PIPE

STRAPPING

STAINLESS STEEL ANCHOR

CONCRETE DEADMAN AND

FIRE TANK NOTES:

MAINTENANCE PAD, TYP.

2' X 2' X 8" CONCRETE

NOT TO SCALECU501

FIRE STORAGE TANK

4" DIA DUCTILE IRON PIPING

ADAPTER DIAMETER AND THREADS.

DEPARTMENT FOR APPROPRIATE

COORDINATE WITH BASE FIRE

NOTE:

ELBOW˚4" x 90

ADAPTER HEAD

DRY HYDRANT

MAINTENANCE PAD

2'X2' CONCRETE

NOT TO SCALECU501

DRY HYDRANT DETAIL

VALVE, TYP OF 2

POST INDICATOR

NOT TO SCALECU501

TO FIRE TANK 1

TO FIRE TANK 2

TO DRY HYDRANT

PLAN - FIRE TANK MANIFOLD PIPING DETAIL

PIPING NOTES

MUST SLOPE TO DRAIN TO STORAGE TANKS.

MANIFOLD PIPING TO BE 4' DEEP MINIMUM. PIPE 2.

ALL PIPING TO BE 4" DUCTILE IRON.1.

ADJACENT TO FIRE TANKS WHERE ALARM INDICATOR IS READILY VISIBLE.

AND LOW TANK LEVEL. MOUNT PANEL ON POLE OR UNISTRUT SUPPORT

PROVIDE TANK LEVEL MONITORING PANEL WITH VISUAL ALARMS FOR HIGH 6.

PROVIDE 4" POST INDICATOR GATE VALVE ON EACH TANK OUTLET PIPE.5.

CONTROL.

PROVIDE 2 CONCRETE DEADMAN FOR EACH TANK SIZED FOR FLOTATION 4.

MUST BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

PIPING AND CONNECT TO SINGLE DRY HYDRANT. BEDDING AND BACKFILL

BURY TANKS WITH MINIMUM 86" OF COVER. MANIFOLD 4" TANK OUTLET 3.

ARE 8' DIAMETER, 35' LONG.

EACH TANK MUST PROVIDE 11,000 GALLON CAPACITY. NOMINAL DIMENSIONS 2.

BURIAL.

FURNISH TWO SINGLE WALL FIBERGLASS WATER STORAGE TANKS RATED FOR 1.

150 358

12880932

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

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P -3

P

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E R S

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EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

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G F

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C U

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P

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D

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AS NOTED

D E

P A

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M E

N T O

F T

H E N

A V

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A V

A L F

A C

IL

IT

IE

S E

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IN

E E

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G S

Y S

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CU502

NHL GMJ DRF

U T

IL

T A

IL

S

12"'

TYP.'

2'-0"

/2

8'-0"

STRUCTURE

12" BEYOND

12" THICK, EXTENDED

3/4" CRUSHED STONE SECTION

PLAN

TANK (TYP OF 4)

NOT FOR LIFTING

COVER LIFT LOOP,

(TYP OF 2)

CAST IN TOP

FILTER

EFFLUENT

MUST BE GLUED

35, OR S&D PIPE. PIPES

ACCEPTS SCH 40, SDR

4" PVC COUPLING

/2

/2

LIQUID LEVEL

76.00

77.50

76.50

78.50

91.00

FIELD LOCATE PER OWNER.

(4" DI) WITH BIRD SCREEN.

PUMP STATION VENT PIPE

'-0

4"

M

IN

NEMA 4X

CONTROL PANEL

PUMPSTATION

MIN.

3'-0"

LAG PUMP ON

STATION 1

PUMP

DESCRIPTION

SS LIFT CHAIN

SS SLIDE RAILS AND

CHECK VALVE

GATE VALVE

4" RIGID INSULATION

PUMP BASE, OR APPROVED EQUAL

FL52M-2 WITH GR22 GUIDE RAIL AND

SUBMERSIBLE PUMP, LIBERTY

STRAPS

BOOT W/ STAINLESS STEEL

CAST IN PLACE NEOPRENE

JOINT TO BE WATERTIGHT

TIGHT

SEALED AND WATER

ALL JOINTS TO BE

PRECAST BASE SECTION

SECTION, AS NEEDED

PRECAST BARREL

STONE 12" THICK

3/4" CRUSHED

12"

FINISH GRADE

MIN. 24"x30"

ACCESS HATCH

ALUMINUM

USFAB ASGS

2" SCH 80 PVC

SHRINK BUTT CONNECTED

INSIDE BOX ARE HEAT

COVER. ALL CONNECTIONS

CAST INTO CONCRETE

4"x4"x4" PVC JUNCTION BOX

SECTION

PLAN

BOTTOM OF WET WELL

PUMP OFF

LEAD PUMP ON

HIGH WATER ALARM

FM INV OUT

INV IN

RIM

PUMP STATION SCHEDULE

T R

E N

C H D

E P

T H V

A R

IE

S

COMPRESSION PLUG

"SEWER" CAST IN LID

ASSEMBLY WITH

CAST IRON CLEANOUT

8 7/8" RECESSED COVER

8 1/4"

13 3/4"

SECTION

FINISHED GRADE

MIN. SURROUND)

SAND BEDDING (12"

PVC RISER

PVC PIPE

PVC WYE

SANITARY SEWER PIPE

STONE

6" MIN. 3/4" CRUSHED

SOIL

OR UNDISTURBED NATIVE

COMPACTED SUBGRADE

12"

6" t o

A S

R E

Q U

IR

E D t o

MAX.

12"

2'-0" DIA.

FINISH GRADE

5"

SHELF

CHANNELS

STONE 12" THICK

3/4" CRUSHED

PRECAST CONE SECTION

CEMENT MORTAR

SECTION

PRECAST BASE

FOR FORMED INVERT

3000# CONCRETE

A MINIMUM 7 FT DEPTH

OF 6 MIL POLYETHYLENE WRAP, TO

WRAP MANHOLE WITH 4 LAYERS

12653B OR EQUAL

ALCOA NO.

STEPS, 12" O.C.

FORGED ALUM.

CONCRETE RISER RINGS (MAX 12")

ADJUST TO GRADE WITH

MIN. 12" OF

COVER

4" RIGID

INSULATION

24" DIA. FRAME

AND COVER (TYP OF 2)

STRUCTURAL FILL

NOTES:

1. CONCRETE COMPRESSIVE STRENGTH:

5000PSI @ 28 DAYS

2. AIR ENTRAINMENT: 4-6%

3.GRADE 60 REINFORCEMENT

4.

REQUIRED DEPTH OF COVER

DESIGNED FOR H20 LOAD RATING AND

5.REQUIRES GRADE RINGS AT FINISH

GRADE & H20 FRAMES & COVERS

6. ALL TANK PENETRATIONS ARE

INTEGRALLY CAST

7. ALL JOINTS SEALED W/ BUTYL RUBBER

JOINT SEALANT

8.CARE AND MAINTENANCE MUST BE

PER MANUFACTURER'S WRITTEN

INSTRUCTION

9.TANK MUST BE COVERED WITH 4" OF

BOARD INSULATION, OR AS INDICATED

ON PLAN.

NOTES:

1. CONCRETE COMPRESSIVE STRENGTH: 4000 PSI @ 28 DAYS

2. AIR ENTRAINMENT: 4-6%

3. ACCESS HATCH MUST BE USFAB ASGS SERIES HATCH WITH

SAFETY GRATE. SIZE PER PUMP MANUFACTURER REQUIREMENTS.

(MIN SIZE 24" x 30")

4. ALL TANK PENETRATIONS MUST BE INTEGRALLY CAST.

5. TANK MUST BE COVERED WITH 4" OF BOARD INSULATION OR AS

INDICATED ON PLAN.

6. WRAP MANHOLE W/ 4 LAYERS OF 6 MIL POLYETHYLENE WRAP, TO A

MINIMUM OF 7' DEPTH.

7. ROUTE POWER FOR PUMP STATION UNDERGROUND FROM

INSPECTION STATION TO CONTROL PANEL.

SURFACE

TO THE FINISH GRADE OF

LOWER THAN AND NORMAL

DIA) MUST BE SET 1/2"

FRAME AND COVER (2'-0"

WATER TIGHT

ALL JOINTS SEALED AND

PRECAST BARREL SECTION

W/ STAINLESS STEEL STRAPS

CAST IN PLACE NEOPRENE BOOT

JOINT MUST BE WATERTIGHT

POLYLOK IV BOOTS

OUTLET W/ 4" PVC

(3) INLETS AND (1)

TANKS PROVIDED W/

78.00

79.00

75.00

NOT TO SCALECU502

TYPICAL SEWER CLEANOUT DETAIL 2

NOT TO SCALECU502

SEPTIC TANK DETAIL (1,000 GAL TANK)

NOT TO SCALECU502

PUMP STATION DETAIL

NOT TO SCALECU502

TYPICAL MANHOLE DETAIL

EVERY 100' FROM PIPE RUN.

LOCATED CLEANOUTS MUST BE 2.

UTILITY PLAN.

SANITARY SEWER SIZES. SEE

CLEANOUT MUST MATCH

PIPE/FITTING SIZES OF 1.

NOTE:

151 358

12880933

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C U

.d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

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IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

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M

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

3'-0" MIN 1'-0"

MIN

HES CONCRETE

ENCASEMENT

EXISTING PIPE

(TYP)

PLAN

ELEVATION

UNDISTURBED

EARTH OR ROCK

SUBGRADE

EXISTING PIPE

(TYP)

HES CONCRETE BLOCK

NOTES:

MECHANICAL

JOINT CAP (TYP)

(TYP)

MECHANICAL JOINT

OR STEEL JACK.

SOLID CONCRETE BLOCKS

UNDISTURBED

EARTH

NOTES:

UNDISTURBED EARTH.CONCRETE ENCASEMENT OPPOSITE CAP MUST BEAR ON 5.

BETWEEN ENDS OF PIPES.PLACE SOLID CONCRETE BLOCKS AS SHOWN. WEDGE TIGHTLY 4.

CAP EXISTING MAIN3.

CUT 2'-0" SECTION FROM MAIN IN CENTER OF EXCAVATION2.

UNCOVER EXISTING PIPE.1.

STEEL DOUBLE DOOR

6'-0" X 6'-8" LOCKING

12'-0"

CONCRETE SLAB

13' X 13' X 1'

0'-6" 0'-6"

O

V E

R

12" MIN

IN

T E

R

IO

R

IG

H T

CONCRETE SLAB

13' X 13' X 1'

ELECTRIC WIRING, TYP.

2" PVC CONDUIT FOR

PIPE

FOR WELL DISCHARGE

6" PVC CONDUIT

SUPPLY PIPE

2" PVC WATER

ANNULAR SPACE.

SUPPLY PIPE. SEAL

FOR 2" PVC WATER

6" PVC CONDUIT

LOCATE AS REQUIRED.

DRAIN AND SPLASH PAD.

THROUGH-WALL CONDENSATE

8" #57 STONE

EQUIPMENT, PLUMBING AND WIRING. SUBMIT PLAN FOR OWNER REVIEW AND APPROVAL.

EQUIPMENT PAD, AND WIRING. CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF INTERIOR

SEE ELECTRICAL PLANS FOR ELECTRICAL EQUIPMENT, INCLUDING TRANSFORMER ON 5.

BUILDING INTERIOR AND EXTERIOR FINISH TO BE APPROVED BY THE OWNER.4.

CONCRETE CONDENSATE SPLASH PAD DRAINING TO DOWNSLOPE SIDE OF BUILDING.

DEHUMIDIFIER MOUNTED 4 FEET AFF WITH THROUGH-WALL CONDENSATE DRAIN AND

SINGLE PHASE UNIT HEATER WITH THERMOSTATIC CONTROL. PROVIDE 65 GPH

BUILDING TO HAVE MIN R-13 INSULATION IN WALLS AND CEILING. PROVIDE 9kW, 240V, 3.

COATS OF LIGHT COLOR FINISH PAINT.

IS NOT ACCEPTABLE. WOOD MUST BE SEALED WITH PRIMER AND PAINTED WITH TWO

TO BE FINISHED WITH DURABLE MATERIAL OF WOOD OR FABRICATED PANELS. DRYWALL

PROVIDE WOOD-FRAMED, METAL-FRAMED, OR PREFABRICATED BUILDING. INTERIOR WALLS 2.

FOR POWER WIRING FROM THE VCC AND TO THE WELL.

SLEEVE IN SLAB FOR 2" PVC WATER SUPPLY PIPE FROM WELL. INSTALL PVC CONDUIT

EDGE OF SLAB FOR PE PIPING FROM WELL. SEAL END OF CONDUIT. INSTALL 6" PVC

DETAIL A1 ON SHEET S-503. INSTALL 6" PVC CONDUIT THROUGH SLAB TO 12" BEYOND

1. INSTALL BUILDING ON CAST-IN PLACE CONCRETE SLAB (13'x13') IN ACCORDANCE WITH

TRENCH BOX AS REQ'D

FINISHED GRADE

MAX. PARTICLE SIZE = 3"

BRIDGES)

(98% FOR CASING PIPE UNDER RR

AASHTO T-180 COMPACTION = 98%

MIN. DENSITY = 100 pcf

FINAL BACKFILL ZONE

BACKFILL

INITIAL

BEDDING

PIPE ZONE

4"

BACKFILL

FINAL

12"

SURFACE BACKFILL/RESTORATION

SHEETING AS REQ'D

SPRINGLINE

BOTTOM OF PIPE

24" MIN

PIPE OD + 18",

UTILITY PIPE

CLASS I BEDDING

BE MAINTAINED.

COVER CANNOT

WHERE MIN

INSULATION

POLYSTYRENE

PLACE 2"

CU503

NHL GMJ DRF

U T

IL

T A

IL

S

NOTES:

NOT TO SCALECU503

NOT TO SCALECU503

TRENCH DETAIL

WELL HOUSE

PLAN

FRONT ELEVATION SIDE ELEVATION

NOT TO SCALECU503

TYPICAL DETAIL - CUT AND CAP PIPE

AND STABILIZE AS SPECIFIED.

SEED IN UNPAVED AREAS, PROVIDE 4" OF TOPSOIL TO FINISHED GRADE. B.

ROADS.PROVIDE APPROPRIATE SUBGRADE FOR SIDEWALKS AND PAVED A.

RESTORE SURFACE TO SUIT CONDITIONS.7.

MUST BE CLASS I MATERIAL.

EXCEPT IN PAVED AREAS OR AREAS TO BE PAVAED WHERE FINAL BACKFILL

FINAL BACKFILL MUST BE SELECT MATERIAL COMPACTED TO 92% MDD, 6.

COMPACTED TO 95% MDD.

MUST BE INITIAL BACKFILL MUST CONTAIN NO STONES LARGER THAN 3" AND 5.

MATERIAL TO SPRINGLINE.

II FOR PLASTIC PIPE, PIPE ZONE BEDDING MUST BE CLASS I OR CLASS 4.

SUBGRADE.PROVIDE 4" BEDDING BENEATH PIPE ON SOLID UNDISTURBED 3.

INSTALL TRACER WIRE WITH ALL NON-METALLIC PIPING. 2.

GRADE.PLACE WARNING TAPE OVER PIPE APPROX 18" BELOW FINISHED 1.

152 358

12880934