1614700dwg07of22CIVIL_GRADING_DRAINAGE_02.pdf

PDF 24 MB Posted Apr 6, 2023

Attached to: P347 Perimeter Security Improvement, Portsmouth Naval Shipyard, NCTS Cutler, Maine
Solicitation number: N4008523R2539
Issued by: Department of the Navy Naval Facilities Engineering Command

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1 2 3 4 5

A/E INFO

V A

L F

A C

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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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

S H

E E

T S

G F

C G

.d g n

Y O

U T

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P lo t

O T T E

E R jk n ig h t

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

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A C

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C C

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N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

EX. GRADE

PR. GRADE

SEE CG504 FOR TYPICAL

STONE BERM

PR. GRADEEX. GRADE

FOR DETAIL

SEE 5 CG503

SEE CG504 FOR TYPICAL

STONE BERM

VERTICAL SCALE: 1"=5"

HORIZONTAL SCALE: 1"= 30''

P-106 TO I 102

VERTICAL SCALE: 1"=5"

HORIZONTAL SCALE: 1"= 30''

I 106 TO I 105

FOR DETAIL

2 CG501

PP-102 SEE

FOR DETAIL

2 CG501

PP-101 SEE

FOR DETAIL

SEE 5 CG503

EX. GRADE

PR. GRADE

25-YR HGL

VERTICAL SCALE: 1"=5"

HORIZONTAL SCALE: 1"= 30''

P-108 TO I 107

PR. GRADE

EX. GRADE

INV. 79.95'

TR=85.19'

INV. 80.20'

INV. 78.49'

INV. 80.56'

INV. 80.81'

18" RCP, Class IV

54 LF @ 0.92 %

P-106

18" RCP, Class IV

22 LF @ 1.00 %

P-105

36 LF @ 1.00 %

P-104

INV. 78.00'

INV. 78.68'

INV. 79.73'

18" RCP, Class IV

33 LF @ 1.00 %

P-107

INV. 81.14'

INV. 81.50'

UD-101/UD-102

INV. 80.57'

FD-101

DETAIL

502 FOR

SEE 1 CG

RR -101

TYPICAL

SEE CG504 FOR

STONE BERM

UTILITY

ELECTRICAL

EX. OVERHEAD

INV. 89.73

INV 89.20

15" RCP, Class IV

47 LF@ 1.11 %

P-109

DETAIL

CG503 FOR

SEE 1

DETAIL

502 FOR

SEE 2 CG

DETAIL

502 FOR

SEE 2 CG

25-YR HGL

INV. 79.73'

80.99'

FD-103 INV.

25-YR HGL

VERTICAL SCALE: 1"=5"

HORIZONTAL SCALE: 1"= 30''

P-102 TO I-101

79.00'

UD-103 INV.

DETAIL

CG501 FOR

PP-103 SEE 2

VERTICAL SCALE: 1"=5"

HORIZONTAL SCALE: 1"= 30''

P-109

25-YR HGL

92 LF @ 0.55 %

P-108

INV. 78.50'

TG=84.21'

TG=85.46'

TG=85.64'

TG=84.21'

TG=84.34'

15" RCP, Class IV

30 LF @ 0.50 %

P-103

LINE-ELEV. TBD

ELECTRICAL

INV. 78.74'

INV. 79.09'

INV. 79.34'

INV. 79.59'

15" RCP, Class IV

29 LF @ 1.00 %

P-101

15" RCP, Class IV

39 LF@ 1.00 %

P-110

51 LF @ 1.00 %

P-102

INV. 81.00'

UD-105

INV. 81.34'

FD-101

VERIFED

LINE-TO BE

EX ELECTRICAL

LINE-ELEV. TBD

ELECTRICAL

PR. GRADE

TG=83.00'

TG=86.24'

TG=85.04'

LINE-ELEV. 77.02

WATER

TG=83.76'

LINE-ELEV. TBD

ELECTRICAL

LINES-ELEV. TBD

ELECTRICAL

LINE-ELEV. TBD

ELECTRICAL

LINES-ELEV. TBD

ELECTRICAL

CG200

JSK JSK TCW

30' 60'0

D R

A G

O F

E S

122 358

12880904

1 2 3 4 5

V A

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A N

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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N S

Y M

1614700

CRH/LAF

R O

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M E

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P -3

E R

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E R S

E C

U R

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DSN

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

C G

Y O

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O T T E

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

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A V

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T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

EX. GRADE

PR. GRADE

25-YR HGL

EX. GRADE

PR. GRADE

AFTER RIPRAP 3:1

TIE INTO EXISTING

FOR DETAIL

SEE 3 CG501

SP-401

SEE 5 CG502 FOR DETAIL

C-013

SEE 2 CG501 FOR DETAIL

PP-104

VERTICAL SCALE: 1"=5"

HORIZONTAL SCALE: 1"= 30''

P- 401

VERTICAL SCALE: 1"=5"

HORIZONTAL SCALE: 1"= 30''

P-202 TO I 201

38" X 24" RCP, Class IV

32 LF @ 1.03 %

P-401

INV. 11.43'

INV. 11.76'

TYPICAL

FOR

SEE CG505

INV. 63.90'

TR=71.49'

INV. 64.15'

INV. 64.85'

INV. 65.80'

97 LF @ 0.93 %

P-202

6" PVC Porforated Drain Pipe

77 LF @ 0.50 %

P-203

INV. 63.00'

1. SEE 5 CG502 FOR CLEANOUT DETAILS (C-003 TO C-014)

INV. 66.17'

UD-201/ UD-206

INV. 66.10'

UD-202/ UD-207

INV. 66.02'

UD-203/ UD-208

TG=69.00'

70 LF @ 1.00 %

P-201

INV. 65.95'

UD-204/UD-209

INV. 65.87'

UD-205/UD-210

RELOCATED

LINE-TO BE

ELECTRICAL

CG201

JSK JSK TCW

30' 60'0

D R

O F

E S

123 358

12880905

1 2 3 4 5

V A

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A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

GRAVEL

ANTENNA TOWER

WITH GUY CABLES

SEWER MANHOLE

RIM: 95.03

RIM: 94.99

OLD GPS CONTROL STATION

SOWV

F D

301302

CG400

JSK JSK TCW

NORTH

PLAN

10' 20'0

NOTES:

4" RCP

FD-104

P F

DETAIL

SEE 4 CG502 FOR

C-026

DETAIL

SEE 4 CG502 FOR

C-025

DETAIL

SEE 4 CG502 FOR

C-024

DETAIL

SEE 4 CG502 FOR

C-023

RIDGE ROAD

B/L OF CONSTRUCTION

1. SEE FOUNDATION DRAIN SCHEDULE ON CG604

2. SEGMENT POINTS POINT TO THE INVERTS OF THE FOUNDATION DRAIN

F O

U N

D A

D R

B129

RIDGE ROAD

VCC PARKING AREA

FENCE

ENTRY CONTROL POINT

EQUIPMENT

MECHANICAL

124 358

12880906

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

F D

FDFDFDFD

F D F D F D

F DF D

F D

U D U D U D U D U D

U D

U D U D

U D

U D U D U D U D

U D U D U D U D U D

U D

F D

F D F DF DF D

F D

F D F D

105106

CG401

JSK JSK TCW

NORTH

PLAN

10' 20'0

6" PVC

UD-101

6" PVC

UD-102

6" PVC

UD-103

U D

6" PVC

UD-105

F D

4" PVC

FD-101

(FD-101 IS UNDER UD-102)

UNDER DOWNSPOUT DRAIN

BUILDING IS RUNNING

FOUNDATION DRAIN FOR

MAINE ECF

B/L OF CONSTRUCTION

U N

D A

N O

D E

R D

R A

D R

NOTES:

1. SEE DOWNSPOUT AND FOUNDATION DRAIN SCHEDULE ON CG603-604

2. SEGMENT POINTS POINT TO THE INVERTS OF THE UNDER DRAIN AND FOUNDATION DRAIN

DETAIL

SEE 4 CG502 FOR

C-001

DETAIL

SEE 4 CG502 FOR

C-002

18" RCP

P-107

P P

DETAIL

SEE 4 CG502 FOR

C-016

DETAIL

SEE 4 CG502 FOR

C-015

4" RCP

FD-103

4" PVC

FD-101

DETAIL

SEE 4 CG502 FOR

C-014

DETAIL

SEE 4 CG502 FOR

C-022

DETAIL

SEE 4 CG502 FOR

C-018

DETAIL

SEE 4 CG502 FOR

C-019

DETAIL

SEE 4 CG502 FOR

C-017

DETAIL

SEE 4 CG502 FOR

C-020

DT-102

P P

INSPECTION FACILITY

15" RCP

P-103

125 358

12880907

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

ANTENNA TOWER

WITH GUY CABLES

SEWER MANHOLE

RIM: 95.03

RIM: 94.99

OLD GPS CONTROL STATION

SOWV

CG402

JSK JSK TCW

NORTH

PLAN

10' 20'0

G R

A D

R K

092 093

110 107

MAIN ECF

B/L OF CONSTRUCTION

RIDGE ROAD

B/L OF CONSTRUCTION

R=8'

R=4'

R=24'

R=2'

R=4'

R=2'

WORKING POINTS

WORKING POINT C

TOP EDGE OF SIDEWALK

WORKING POINT D WORKING POINT E

BASE OF EXTERIOR WALL

111112

FFE: 95.41

B129

130 131

152153

156 157

OFFSET NORTHING EASTINGSTATIONPOINT

(FT)

ELEVATION

PR.

DESCRIPTION

WORKING POINT

WORKING POINT C

WORKING POINT C/D

WORKING POINT D

300+51.02

300+71.13

300+67.70

300+52.63

300+51.47

300+67.35

300+71.24

300+71.15

300+94.95

300+95.10

300+99.16

301+15.04

301+15.28

301+15.41

301+16.64

301+00.67

300+96.77

300+96.87

300+98.83

301+20.90

301+25.90

301+19.38

301+19.26

301+47.99

13.41' RT

24.32' RT

30.50' RT

30.19' RT

90.18' RT

90.50' RT

94.59' RT

98.58' RT

99.11' RT

92.61' RT

88.71' RT

89.09' RT

79.09' RT

74.10' RT

24.11' RT

23.73' RT

19.63' RT

15.69' RT

13.74' RT

13.37' RT

13.34' RT

74.19' RT

79.19' RT

80.32' RT

95.47

95.03

94.90

93.70

93.62

93.54

93.67

93.75

93.95

94.05

95.05

94.89

94.79

94.71

94.82

94.87

94.13

94.03

95.15

367104.4840

367110.7360

367117.5174

367120.5138

367179.3216

367176.1480

367179.2751

367183.1956

367178.4352

367172.0643

367167.3504

367164.1767

367154.3754

367149.4748

367100.4683

367103.6419

367100.5148

367096.6484

367094.3084

367089.0479

367087.9033

367148.6814

367153.5820

367148.1997

1302769.4614

1302747.4306

1302749.4328

1302764.2392

1302752.3380

1302736.6559

1302731.9420

1302731.1486

1302707.6255

1302708.9147

1302705.7876

1302690.1055

1302692.0891

1302693.0808

1302702.9985

1302718.6806

1302723.3945

1302724.1769

1302722.6894

1302701.2286

1302696.3588

1302689.1603

1302688.1685

1302659.7226

301+20.63 24.21' RT 95.13 367099.6748 1302699.0779 WORKING POINT D

301+25.62 24.34' RT 95.23 367098.6831 1302694.1773 WORKING POINT D

WORKING POINT D/E

WORKING POINT D

WORKING POINT E

BREAKLINE (EOP)

3:1

2:1

4:1

301+68.16

301+69.06

301+69.18

301+95.05

301+94.09

301+93.61

301+93.35

301+67.31

301+67.56

301+67.68

301+67.91

301+94.01

301+99.96

301+99.86

302+30.72

302+30.63

301+99.76

301+99.66

301+93.69

301+91.67

301+91.80

301+79.81

301+79.83

301+69.21

301+57.46

301+62.29

301+57.19

301+62.14

301+56.26

301+61.22

301+56.13

301+61.09

301+60.96

301+60.73

301+60.60

301+55.63

301+47.87

93.34' RT

133.07' RT

138.57' RT

138.01' RT

91.23' RT

67.90' RT

55.20' RT

55.77' RT

66.85' RT

72.26' RT

82.43' RT

87.23' RT

87.11' RT

82.17' RT

81.53' RT

76.53' RT

77.17' RT

71.78' RT

71.90' RT

138.08' RT

144.08' RT

138.33' RT

139.33' RT

139.57' RT

144.85' RT

139.73' RT

133.35' RT

133.24' RT

93.62' RT

93.50' RT

88.12' RT

88.00' RT

82.59' RT

72.42' RT

67.01' RT

67.13' RT

75.32' RT

95.16

95.41

94.91

95.37

95.41

95.29

92.91

93.01

95.29

95.41

95.29

95.41

95.39

95.15

95.25

94.92

95.02

94.92

95.02

95.20

95.30

95.41

95.30

95.20

95.15

367156.2962

367194.7898

367200.1167

367193.6032

367148.2932

367125.6907

367113.3824

367119.8959

367130.6304

367135.8765

367145.7232

367144.4192

367142.9257

367138.1367

367130.3505

367125.5079

367133.2940

367128.0712

367129.5648

367194.4524

367200.2635

367197.4395

367198.4080

367201.0852

367208.9149

367202.8277

367197.7769

367196.5323

367159.2833

367158.0387

367153.9564

367152.7118

367147.4656

367137.6190

367132.3728

367133.6175

367143.3570

1302636.9917

1302627.0983

1302625.7292

1302600.3862

1302612.0316

1302617.8408

1302621.0042

1302646.3471

1302643.5882

1302642.2399

1302639.7091

1302613.0272

1302607.2161

1302608.4470

1302578.3686

1302579.6132

1302609.6916

1302611.0339

1302616.8451

1302603.6903

1302602.1967

1302615.3125

1302615.0636

1302625.4802

1302635.8579

1302632.2599

1302638.7205

1302633.8779

1302648.6140

1302643.7714

1302649.9831

1302645.1404

1302646.4888

1302649.0195

1302650.3679

1302655.2105

1302660.9673

301+24.22 79.32' RT 94.13 367152.5903 1302683.2679

301+24.35 74.32' RT 94.23 367147.6896 1302684.2597

TOP ELEVATION = 95.2

CONCRETE PADS;

MECHANICAL EQUIPMENT

THESE POINTS.

BETWEEN

HINGE POINT

10' PRIOR TO 2:1

FOR

BUILDING AT 2%

FROM

GRADE AWAY

GRADING COORDINATES (CG402)

7.7%

NOTES:

1. CONTRACTOR TO FIELD VERIFY COORDINATES PRIOR TO CONSTRUCTION.

126 358

12880908

1 2 3 4 5

V A

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A C

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N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

105106

CG403

JSK JSK TCW

NORTH

PLAN

10' 20'0

G U

U C

S P

E C

G R

A D

160163

162 161

165170

184185

186187

166167169 168

MAIN ECF

B/L OF CONSTRUCTION

R=5.25'

R=2'

R=5.25'

R=2'

WORKING POINTS

WORKING POINT A

BOTTOM OF CURB

TOP EDGE OF SIDEWALK

WORKING POINT DWORKING POINT B

BACK OF CURB

WORKING POINT E

BASE OF EXTERIOR WALL

FFE: 86.71

INSPECTION FACILITY

1. SEE SHEET CG400 FOR UNDERDRAIN COORDINATES.

NOTES:

OFFSET NORTHING EASTINGSTATIONPOINT

(FT)

ELEVATION

PR.

104+83.59

106+58.09

105+17.65

105+23.65

105+28.65

105+34.65

106+61.34

106+63.34

106+61.50

106+38.34

106+61.50

106+63.34

106+61.34

105+49.65

105+59.65

105+53.15

105+56.15

5.25' LT

5.25' RT

5.25' LT

17.25' RT

70.25' RT

68.25' RT

58.92' RT

56.94' RT

55.08' RT

43.08' RT

41.23' RT

39.24' RT

19.25' RT

17.25' RT

2.08' LT

2.08' RT

2.08' LT

17.75' RT

84.83

85.04

84.17

83.97

86.17

86.14

86.11

86.08

85.45

85.40

85.21

85.22

85.26

85.02

84.84

84.81

84.42

84.39

85.06

85.15

85.10

85.01

85.43

85.42

366884.6013

366894.8417

366856.2840

366846.0435

366950.7089

366949.3831

366948.2783

366946.9525

366918.9592

366916.5667

366907.4720

366905.9390

366909.2495

366897.5461

366890.6218

366888.2755

366868.7778

366867.2692

366873.0930

366877.1567

366874.9471

366870.8834

366891.6624

366890.9995

1302578.0488

1302575.7287

1302405.5419

1302407.8620

1302528.1468

1302522.2951

1302517.4186

1302511.5669

1302388.0097

1302386.5011

1302388.5616

1302390.7961

1302413.7925

1302416.4440

1302394.2664

1302392.9108

1302397.3282

1302399.7207

1302512.9205

1302511.9999

1302502.2471

1302503.1677

1302505.1247

1302502.1989

DESCRIPTION

WORKING POINT

WORKING POINT A

WORKING POINT E

WORKING POINT B/D

199 200

229230231

1302503.8358

1302500.9099

1302503.1729

1302500.2471

1302491.9699

1302491.3070

1302482.0545

1302481.3916

1302480.0659

1302479.1820

1302489.9812

1302490.9565

1302508.5496

1302507.8868

1302527.0673

1302527.7302

1302532.6066

1302519.4810

1302518.8181

1302523.6208

1302518.7444

1302499.6376

1302498.8375

1302499.0585

1302494.9364

1302495.1573

1302482.3771

1302445.4650

1302440.5886

1302440.9200

1302415.0535

1302416.1583

1302442.0249

1302442.3563

1302447.2327

1302507.6658

1302500.8528

1302500.5214

1302443.9551

1302444.5811

1302448.1166

1302449.1109

1302475.2811

1302490.0727

1302492.0613

214B

366897.3515

366896.6886

366900.2774

366899.6145

366894.6632

366897.5890

366892.4167

366895.3426

366901.1942

366905.0954

366903.4407

366903.6616

366898.4195

366901.3453

366905.6909

366902.7651

366903.8699

366939.1755

366942.1014

366943.5314

366942.4266

366937.7558

366934.4985

366933.5233

366933.6147

366932.6394

366929.7439

366914.3745

366913.2697

366911.8068

366905.9465

366901.0700

366906.9304

366905.4675

366906.5723

366902.3206

366932.3920

366933.8547

366921.0390

366918.2760

366902.6709

366898.2824

366904.2116

366907.5628

366898.7853

85.90

85.96

86.45

86.51

86.25

86.31

86.49

86.69

86.71

85.90

85.96

85.73

85.67

85.70

86.43

86.49

86.53

86.50

86.63

86.69

86.71

86.69

86.71

86.69

86.63

86.42

86.35

86.63

86.71

86.68

85.69

85.59

86.58

86.55

86.71

86.21

86.46

86.67

86.46

86.21

86.71

86.54

23.58' RT

26.58' RT

23.58' RT

26.58' RT

23.58' RT

26.58' RT

32.58' RT

36.58' RT

32.58' RT

23.58' RT

26.58' RT

23.58' RT

60.92' RT

63.92' RT

64.25' RT

63.92' RT

60.92' RT

59.92' RT

60.92' RT

59.92' RT

60.92' RT

63.92' RT

69.75' RT

63.92' RT

59.92' RT

53.08' RT

51.58' RT

46.58' RT

45.08' RT

27.58' RT

58.42' RT

59.92' RT

57.08' RT

41.08' RT

36.58' RT

27.58' RT

105+53.15

105+56.15

105+53.15

105+56.15

105+65.32

105+75.48

105+65.32

105+64.32

105+48.32

105+28.65

105+23.65

105+28.65

105+23.65

105+28.65

105+48.32

105+49.82

105+53.82

105+66.92

105+68.15

105+80.82

106+06.32

106+11.32

106+37.84

106+11.32

106+06.32

105+48.32

105+84.82

106+06.32

105+79.48

105+64.32

WORKING POINT D

WORKING POINT D/E

WORKING POINT D

WORKING POINT D/E

WORKING POINT D

WORKING POINT D/E

WORKING POINT B/D

WORKING POINT D/E

WORKING POINT D

WORKING POINT D/E

WORKING POINT D

WORKING POINT E

0.5%

WORKING POINT A

104+98.34 85.20 366903.2859 1302558.6917

104+98.34 86.26 366954.9759 1302546.9808

OFFSET NORTHING EASTINGSTATIONPOINT

(FT)

ELEVATION

PR.

DESCRIPTION

WORKING POINT

WORKING POINT A

106+01.48 84.83 366887.3219 1302456.5499

106+01.48 84.69 366880.4950 1302458.0966

241242

WORKING POINT A86.14

WORKING POINT A

246 245

247 244

104+78.34 19.25' RT 85.34 366909.6557 1302577.7555

104+78.34 68.25' RT 86.34 366957.4446 1302566.9284

105+91.48 17.25' RT 84.74 366882.7046 1302467.8495

105+91.48 24.25' RT 84.88 366889.5312 1302466.3027

24.25' RT

17.25' RT

106+14.48 88.25' RT 86.05 366946.8675 1302429.7297

106+14.48 95.25' RT 86.19 366953.6945 1302428.1830

106+24.48 95.25' RT 366951.4849 1302418.4302

106+24.48 88.25' RT 86.00 366944.6579 1302419.9769

GRADING COORDINATES (CG403) GRADING COORDINATES (CG403)

214B

214A

WORKING POINT E

105+68.15 59.92' RT 86.71

366930.4476 1302480.9574

366929.4723 1302481.1783

366933.3734 1302480.2945

366939.0627 1302479.0055

366936.2638 1302466.6520

366930.5746 1302467.9409

366926.6735 1302468.8248

366925.7896 1302464.9236

WORKING POINT D/E

127 358

12880909

NOT TO SCALECG500

MAINE DOT CATCH BASIN OR MANHOLE

NOT TO SCALE

1. Manhole frames, valve boxes, and covers must meet ASTM A48

NOTES:

CG500 CG500

MAINE DOT REINFORCED CONCRETE MODIFIED CATCH BASIN TYPE B-I-PMAINE DOT REINFORCED CONCRETE MODIFIED CATCH BASIN TYPE B-I-P

CG500

JSK JSK TCW

D R

T A

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

128 358

12880910

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

D=18"

NOT TO SCALE

D=18"

T H

2.00'

1.50'

NOT TO SCALE

MAINE DOT STONE SCOUR PROTECTION

2:1 SLOPE 2:1

EXTERIOR PAVING/REFER

FOR DETAILS ON DOWN SPOUT

SEE ARCHITECTURAL PLANS

1"-4" MIN

NOT TO SCALE NOT TO SCALE

d50=8"

NOT TO SCALE

MAINE DOT GEOTEXTILE PLACEMENT1

NOT TO SCALECG501

MAINE DOT SHAPE 2 MODIFIED CATCH BASIN

BUILDING

CANOPY

TYPICAL BUILDING DOWNSPOUT DRAIN LAYOUT

EXTERIOR PAVING/REFER

FOR DETAILS ON DOWN SPOUT

SEE ARCHITECTURAL PLANS

1"-4" MIN

BUILDING

CANOPY

EXTENT RIPRAP 1 FT UP THE SIDE BANKS

TO CS307 TO CS307

MAINE DOT PLUNGE POOL

SP-401

RIPRAP DIMENSIONS

WIDTH (FT)

MIN .50% SLOPE

6" PVC DOWNSPOUT DRAIN

TYPICAL FOUNDATION DRAIN DETAIL AND CANOPY DOWNSPOUT LAYOUT

SIZE

STRUCTURAL DETAILS AND SEE SHEET CG602 TO CG603 FOR DRAIN LOCATION, SLOPES AND

2. DRAIN DISPLAY IS FOR UNDERSTANDING OF LAYOUT. SEE SHEETS S-301 TO S-303 FOR

AS THE LARGEST PIPE SIZE BEING CONNECTED

1. THE MATERIAL FOR ELBOWS, TEES & WYES FOR UNDERDRAIN MUST BE AT LEAST AS THICK

NOTE:

SIZE

STRUCTURAL DETAILS AND SEE SHEET CG602 TO CG603 FOR DRAIN LOCATION, SLOPES AND

2. DRAIN DISPLAY IS FOR UNDERSTANDING OF LAYOUT. SEE SHEETS S-301 TO S-303 FOR

AS THE LARGEST PIPE SIZE BEING CONNECTED

1. THE MATERIAL FOR ELBOWS, TEES & WYES FOR UNDERDRAIN MUST BE AT LEAST AS THICK

NOTE:

MIN .50% SLOPE

FOUNDATION DRAIN

4" PERFORATED PVC

CIRCULAR ADAPTOR

4" x 4" SQUARE TO 6"

ADAPTOR-

DOWNSPOUT

CIRCULAR ADAPTOR

4" x 4" SQUARE TO 6"

ADAPTOR-

DOWNSPOUT

MIN .50% SLOPE

DOWNSPOUT DRAIN

6" PVC

5. Ensure geotextile is keyed in at upstream end at pipe outfall.

MIN .50% SLOPE

FOUNDATION DRAIN

4" PERFORATED PVC

CG501 CG501 CG501

CG501 CG501

7.Armoring should extend at least two feet beyond the outlet of the plunge pool.

6. Stone must be constructed to provide a smooth transition into receiving channel.

- Erosion Control Geotextile

5.Riprap must be underlain with non-woven geotextile according to Materials Specification 722.03

4. Riprap must be according to Materials Specifications 703.26-Plain and Hand Laid Riprap

6.00'

RIPRAP DIMENSIONS

WIDTH (FT)LENGTH (FT)

PP-104

PP-103

PP-102

PP-101

LENGTH

CG501

JSK JSK TCW

D R

T A

129 358

12880911

1 2 3 4 5

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N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

NOT TO SCALE

THE RIPRAP

BEYOND THE EDGE OF

AND MUST EXTEND 6 IN.

LINING A MIN. OF 4 IN.

EMBED GEOTEXTILE

THE RIPRAP

BEYOND THE EDGE OF

AND MUST EXTEND 6 IN.

LINING A MIN. OF 4 IN.

EMBED GEOTEXTILE

1.50'

PLAN VIEW

SECTION A-A

A w

KEY FABRIC

FOR STABILITY

AT TOE OF SLOPE

KEY LARGER STONE

3:1

H 3:1

0% d50=8"

6" LAYER OF CLEAN DRAINAGE SAND

MAINE DOT TYPE C UNDERDRAIN

PROFILE

NOT TO SCALECG502

RIPRAP OUTLET PROTECTION TYPICAL DETAIL

EXTERIOR PAVING/REFER

BOOTH

NOT TO SCALE

TYPICAL SENTRY FOUNDATION DRAIN LAYOUT

NOT TO SCALE

TIE INTO 4" UNDERDRAIN

RIPRAP DIMENSIONS

RR-101

(FT)

6.25 1.00

TO CS307

SEDIMENT CONTROL GEOTEXTILE

CLASS 'I' NON-WOVEN EROSION AND

CONTROL GEOTEXTILE

CLASS 'I' NON-WOVEN EROSION AND SEDIMENT

RIPRAP MUST BE ACCORDING TO MATERIAL SPECIFICATION 03.29-STONE DITCH PROTECTION

NOTE:

STRUCTURAL DETAILS AND SEE SHEET CG603 FOR DRAIN LOCATION, SLOPES AND SIZE

2. DRAIN DISPLAY IS FOR UNDERSTANDING OF LAYOUT. SEE SHEETS S-301 TO S-303 FOR

AS THE LARGEST PIPE SIZE BEING CONNECTED

1. THE MATERIAL FOR ELBOWS, TEES & WYES FOR UNDERDRAIN MUST BE AT LEAST AS THICK

NOTE:

MIN .50% SLOPE

FOUNDATION DRAIN

BUILDING

4" PERFORATED PVC

DOWNSPOUT AND FOUNDATION CLEANOUT

FINISH GRADE

NOT TO SCALE

TIE INTO 6" UNDERDRIAN

FINISH GRADE

STORMWATER CLEANOUT

2. SHEET CG106 FOR CLEANOUT LOCATION

AS THE LARGEST PIPE SIZE BEING CONNECTED

1. THE MATERIAL FOR ELBOWS, TEES & WYES FOR UNDERDRAIN MUST BE AT LEAST AS THICK

NOTE:

2. SHEET CG107 FOR CLEANOUT LOCATION

AS THE LARGEST PIPE SIZE BEING CONNECTED

1. THE MATERIAL FOR ELBOWS, TEES & WYES FOR UNDERDRAIN MUST BE AT LEAST AS THICK

NOTE:

(MATCH RAISER PIPE TO UNDERDRAIN)

1 PIECE 6" PVC PIPE

(MATCH RAISER PIPE TO UNDERDRAIN)

1 PIECE 4" PVC PIPE

GRADE

FINISHED

1 FT ABOVE

NOT TO SCALE

MAINE DOT EROSION CONTROL BLANKET SLOPE APPLICATION

C-001

C-002

CLEAN OUT SCHEDULE

H (FT)

H H

C-003

C-004

CLEAN OUT SCHEDULE

H (FT)

3.38

3.64

3.29

3.32

BRASS CAP PLUG

IRON BODY FERRULE WITH

THE FINISH GRADE)

(TOP MUST BE FLUSH WITH

BRASS CAP PLUG

IRON BODY FERRULE WITH

CG502

CG502CG502

CG502

PROFILE

PIPE

1'-0"1'-0"

1'- 6" ABOVE PIPE BELL

d50=8"

SECTION A-A

PLAN VIEW

PIPE

RIPRAP MUST BE ACCORDING TO MATERIAL SPECIFICATION 03.29-STONE DITCH PROTECTION

NOTE:

7.25

C-005

C-006

C-007

C-008 3.48

3.31

3.33

3.38

C-009

C-010

C-011

C-012

C-013

3.35

3.53

3.61

INSPECTION STATION

5'-6" MAX FROM FFE OF

STATION

INSPECTION

FFE OF

4'-8" MIN FROM

MIN .50% SLOPE

FOUNDATION DRAIN

BUILDING

4" PERFORATED PVC

INSPECTION STATION

5'-6" MAX FROM FFE OF

C-014

3.67

3.79

C-015

C-016

3.81

4.52

C-017 4.63

C-018 6.18

C-019 4..43

C-020 6.16

C-022 4.14

STABILIZED

CHEMICALLY

RIP RAP MUST BE

C-023

C-024

C-025

C-026

4.08

4.53

3.98

4.38

MAINE DOT STONE SCOUR PLAN RIPRAP SIDE SLOPE PROTECTION

DETAIL

OUTLET PROTECTION

REFER TO RIPRAP

CG502

JSK JSK TCW

D R

T A

130 358

12880912

1 2 3 4 5

V A

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A C

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E E

G S

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T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

OF RIGID PIPE

SPRINGLINE

CAP TO

MAINEDOT CLASS A CONCRETE

PIPE BELL

8" ABOVE

FOR FLEXIBLE PIPE

TOP OF PIPE BARREL

CAP TO 2/3 BELOW

OUTSIDE OF BELL PIPE

1'-0"

1'-0" 1'-0"

(AS SPECIFIED)

PIPE BEDDING

COMPACTED

NOT TO SCALECG503

PIPE CAP DETAIL

TRENCH WIDTH VARIES

D =1

NOT TO SCALECG503

TYPICAL VCC FOUNDATION DRAIN LAYOUT

BUILDING

FROM FFE

4'-0" MIN

FFE

FROM

MAX

4'-9"

MIN .50% SLOPE

FOUNDATION DRAIN

4" PERFORATED PVC

NOT TO SCALECG503

MAINE DOT EROSION AND SEDIMENT CONTROL DITCH APPLICATIONS

NOT TO SCALECG503

Ground

MAINE DOT STONE SCOUR RIPRAP SIDE SLOPE PROTECTION

CG503

JSK JSK TCW

D R

T A

131 358

12880913

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

85 85

ANCHORS

SHIP

RETIRED

F O

G H

A R B O

R R

O A D

LOCATION PER GIS)

U D U D

U U D

UU D

F D

F D 105110

S °1 '2 .2

S 77°14'04.15" W

400340044004+39

105110

P C S

T A . 103+44.56

P T S

T A .3

P C S

T A .5

PT S

TA.

.72

CG504

JSK JSK TCW

NORTH

PLAN

30' 60'0

S T

N A

G E

M E

T A

BUFFER 2 STONE-BERMED LEVEL SPREADER

SCALE: 1"= 30''

102 103

108 109

123 122

107+64.57 49.16 LT 77.50

77.50

366779.6950

366779.7476

366775.9422

366782.4100

366809.5260

366813.1835

366840.8679

366859.0872

366862.7262 1302658.1834

366863.9666

366877.7137

366884.1041

366887.5068 1302699.1117

1302313.7182

107+50.36 52.32 LT

107+18.83 63.37 LT

106+91.52 62.92 LT

106+30.28 48.99 LT

106+19.44 47.70 LT

104+88.36 49.01 LT

104+33.93 52.28 LT

104+25.91 54.08 LT

104+23.71 54.42 LT

104+03.20 57.21 LT

103+95.06 58.34 LT

107+64.57 58.87 LT

1302328.2715

1302361.4677

1302387.9957

1302444.6460

1302454.9392

1302583.0650

1302647.8735

1302660.9195

1302685.3814

1302694.6396

OFFSET

108+34.36

108+34.47

107+64.16

107+48.36

107+22.59

106+93.08

106+20.57

104+88.40

104+33.62

103+94.93

104+02.83

104+23.63

104+25.49

48.60 LT

46.14 LT

59.67 LT

60.17 LT

44.69 LT

46.01 LT

49.31 LT

51.14 LT

51.42 LT

54.26 LT

55.35 LT

45.85 LT106+29.97

103+90.78 55.89 LT

GRADING COORDINATES

NORTHING

366761.8911

EASTINGSTATIONBASELINE

77.50

51.60 LT

366764.7920 1302245.4208

366782.7260

366784.7519 1302385.8746

366812.6591

366815.8706

366843.7863 1302582.3670

366861.9162

1302657.1849

366866.5819

366880.3314 1302683.9158

366886.4482

366889.8863

1302246.1856

1302313.4470

1302329.703849.97 LT 366782.4777

366778.7202 1302356.9815

1302444.2577

1302453.1708

1302646.8750

366865.5551

1302659.4497

1302692.7661

1302697.2847

(FT)

RADIUS

1.50

27.80

85.37

72.65

34.09

512.67

14.42

57.30

1.50

60.30

17.42

515.67

42.09

75.65

88.37

24.80

:1 2 :1

3:1

2.0'

STONE BERM

TYPICAL SECTION A-A

STONE-BERMED LEVEL SPREADER

MAIN ECF

B/L OF CONSTRUCTION

MAIN ECF

POINT

(FT)

ELEVATION

EX.

(FT)

ELEVATION

PR.

79.33

78.72

77.13

76.27

76.67

76.08

75.26

75.71

75.87

75.93

76.48

76.57

76.65

76.97

76.83

76.74

76.42

76.35

76.20

75.89

76.65

76.99

76.59

77.46

78.99

79.61

79.40

79.20

3:1

2:1

ROADWAY

0.5 FT

DEPTH=

PONDING

2:1

GROUND

EXISTING FOREST

AND PLANTINGS

SEE LANDSCAPE PLANS FOR SURFACE COVERS

BLANKET 6 CG502

EROSION CONTROL

FOR 2:1 SLOPES USE

BLANKET 6 CG502

EROSION CONTROL

FOR 2:1 SLOPES USE

NTS

VARIES

NTS

ELEV=78.00'

1.5'

3:1 3

10.0'

SECTION B-B

EMERGENCY SPILLWAY WEIR

WEIR

EMERGENCY SPILLWAY

WEIR

EMERGENCY SPILLWAY

DETAIL

SEE 5 CG503 FOR

SLOPE PROTECTION

SCOUR RIPRAP SIDE

MAINE DOT STONE

THE SOIL ON THE SIDES AND 1' VERTICAL EMBEDMENT

THE ROCK WEIR MUST BE EMBEDDED 4" INTO 2.

SPECIFICATIONS 703.29 STONE DITCH PROTECTION

THE STONE MUST MEET REQUIREMENTS OF MATERIAL 1.

NOTE:

SPECIFICATIONS 35 31 19 STONE BERM

THE STONE MUST MEET REQUIREMENTS OF MATERIAL 1.

NOTE:

CONTROL GEOTEXTILE

EROSION AND SEDIMENT

CLASS 'I' NON-WOVEN

CONTROL GEOTEXTILE

EROSION AND SEDIMENT

CLASS 'I' NON-WOVEN

CONTROL GEOTEXTILE

EROSION AND SEDIMENT

CLASS 'I' NON-WOVEN

GRADING COORDINATES

DISPERSION TROUGH

MAIN ECF

128 129137

BASELINE STATION OFFSET

(FT)

ELEVATION

PR.

(FT)

ELEVATION

EX.

NORTHINGPOINT EASTING

(FT)

RADIUS

MAIN ECF

137MAIN ECF

7:1 M

AX3

3:1

109+26.66

108+98.08

108+81.15

108+45.49

108+43.65

108+79.11

108+94.74

109+18.24

109+29.61

40.43 LT

61.58 LT

71.69 LT

74.04 LT

41.42 LT

42.64 LT

52.12 LT

35.03 LT

22.25 LT

84.86

81.70

80.00

81.00

84.80

87.00

80.70

79.07

77.88

77.60

80.00

80.79

80.44

80.95

81.81

366752.3843

366738.0797

366731.9612

366737.5467

366769.7693

366760.7451

366748.0386

366759.5105

366769.4688

1302153.7031

1302186.2441

1302204.9976

1302240.2894

1302234.8826

1302200.5674

1302187.4152

1302160.7186

1302146.8121

45.00

50.00

40.00

55.00

109+49.70 22.25 LT 87.77 81.59 366765.0286 1302127.2141 -

MAIN ECF

M A X

35.75'

16.25'

29' 31.37'

10' 24.84'

21.40

35.85'

85.45

85.65

81.04

79.00

79.85

83.67

86.07

86.80

88.66

106.32 LT

74.23 LT

78.38 LT

88.83 LT

91.31 LT

55. 85 LT

51. 91 LT

64.54 LT

64.18 LT

65.09 LT

63.36 LT

102+82.90

103+13.14

103+51.42

103+57.91

103+73.51

103+77.80

103+62.04

103+42.99

103+08.75

103+01.09

102+80.89

85.45

85.06

80.81

78.85

75.86

78.51

80.94

83.00

86.07

86.80

88.66

366968.4551

366957.8087

366919.4693

366905.3800

366884.1957

366902.6148

366921.0663

366936.5216

366966.5500

366972.7845

366991.2464

1302810.0271

1302767.2313

1302750.1997

1302753.4881

1302740.5213

1302709.5671

1302720.6196

1302744.1630

1302760.6184

1302765.1668

1302773.5478

30.00

SEE 5 CG503 FOR DETAIL

CUSHION

PROTECTIVE AGGREGATE

ELEV 78.00

EMBANKMENT

12 'TOP OF

P P

15" RCP

P-103

P P 6 6

U D

4" PVC

FD-101

6" PVC

UD-103

P P

6" PVC

UD-105

F D

4" PVC

FD-103

SWM ACCESS (LEFT)

SWM ACCESS (RIGHT)

132 358

12880914

1 2 3 4 5

V A

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G S

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T E

M S C

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M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

G E R

O A

STATION "6

00"GPS C

ONTROL

SITE

09 -

AOC 13

DIR

T ROADS

U D

N 67°33'56.71" W

CG505

DBT DBT JMA

NORTH

PLAN

30' 60'0

S T

N A

G E

M E

T A

SCALE: 1"= 20''

72.00

72.81

73.45

73.41

72.00

366694.2674

366653.6992

366646.5591

366658.7615

401+08.37

401+24.92

401+82.69

401+82.81

401+16.89

1301558.1924

1301496.6661

OFFSET

400+89.91

400+49.25

400+43.08

400+43.60

400+40.44

400+44.00

400+60.07

400+86.72

401+06.47

400+87.23

400+89.54

400+86.51

34.21 RT

29.58 RT

33.57 RT

400+88.31

401+21.36

GRADING COORDINATES

NORTHING

366697.9084

EASTINGSTATIONBASELINE

68.50

72.00

72.05

58.37 RT

366733.7383 1301675.2643

366729.2245

366671.0481 1301655.0622

366687.8205

366663.1755

366668.9577

366697.9439

366687.9939

366684.3629

366678.2362

1301606.3406

1301670.7030

1301659.9129

1301606.1694

1301634.4287

1301603.5339

(FT)

RADIUS

105.01

67.98

HUDSON

SOIL FILTER

FOREBAY

WIDTH

CREST

12 FT

STONE

ISOMETRIC VIEW

WIDTH

TOP

6.00 FT

N.T.S.

L = 12'-8"

4'-0" L = 8'

4'-0"

WEIR CREST (LEVEL)

EL. 69.00

1'-0"

4:1

N.T.S.

SECTION A-A

BOTTOM OF FACILITY

SEE LANDSCAPE PLANS FOR SURFACE COVERS

6 FT EMBANKMENT

3:1 M

AX.

18" SOIL FILTER

AND MULCH

LOAM, SEED

3:1 MAX.

6" PONDING

WSE= 69.00'

EXSTING GROUND

ELEV= 68.50'

FOREBAY BOTTOM

TOP OF MEDIA ELEV= 68.50'

SEE DETAIL THIS SHEET

TOP OF WEIR=69.00'

SECTION THIS SHEET

MEDIA SEE TYPICAL

VERTICAL SCALE: 1"= 5''

HORIZONTAL SCALE: 1"= 30''

68.50

3.50115.02 RT

112.69 RT -1301680.0828

366707.8840 89.38 RT

3.50366673.4535 53.44 RT

49.36 RT

48.52 RT

58.53 RT

49.05 RT

40.74 RT

33.33 RT

14.01 RT

21.67 RT

42.28 RT

50.43 RT

2.00

1302646.8750366861.9162 30.25 RT400+60.26

366672.7638 1301604.7642

57.98

10.33

164.00

1301606.8655

1301607.6852

1301581.6139

1301562.5916

1301567.1227

1301493.8770

366687.2207

1301580.2345

MIN 4" BELOW SUBDRAIN

19" COARSE GRAVEL

MIN 4" ABOVE SUBDRAIN

POINT

(FT)

ELEVATION

PR.

(FT)

ELEVATION

EX.

74.26

73.28

73.49

75.58

76.14

76.11

74.45

73.97

73.85

71.64

72.19

74.30

74.06

73.45

73.36

73.63

74.05

74.12

74.27

74.45

CONTROL GEOTEXTILE

EROSION AND SEDIMENT

CLASS 'I' NON-WOVEN

SEDIMENT CONTROL GEOTEXTILE

CLASS 'I' NON-WOVEN EROSION AND

SCHEDULE

SEE CG603 FOR

6" PERFORATED PVC

NOT TO SCALECG505

GRASSED UNDERDRAIN SOIL FILTER FOREBAY WEIR DETAIL

NOT TO SCALE

GRASSED UNDERDRAIN SOIL FILTER TYPICAL A-A

GRASSED UNDERDRAIN SOIL FILTER TYPICAL B-B

GRASSED UNDERDRAIN SOIL FILTER 1

LINER

POND PVC

6" (TYP.) KEY IN

POND PVC LINER

SEE CG107 FOR UNDERDRAIN LABELS

65.42'

MEDIA ELEV=

BOTTOM OF

UD-202 INV. 66.16'

UD-201 INV. 66.20'

UD-203 INV. 66.12'

UD-204 INV. 66.08'

UD-205 INV. 65.90'

WEIR

FOREBAY

10'

7:1 MAX

BOULEVARD

HUDSON

CONSTRUCTION

B/L OF

3:1

6" P

P-

DETAIL

CG502 FOR

SEE 5

C-003-013

THE WIDTH OF THE CREST OF THE WEIR MUST BE 12'-0"3.

THE SOIL ON THE SIDES AND 1' VERTICAL EMBEDMENT

THE ROCK WEIR MUST BE EMBEDDED 4" INTO 2.

SPECIFICATIONS 703.29 STONE DITCH PROTECTION

THE STONE MUST MEET REQUIREMENTS OF MATERIAL 1.

NOTE:

FACILITY

-TREATMENT

PRE

BERM

EARTH

RIDGE ROAD

CONSTRUCTION

B/L OF

SWM ACCESS

133 358

12880915

1 2 3 4 5

V A

L F

A C

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N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CG600

JSK JSK TCW

NOTE:

R O

A D

H E

D U

WORKING POINTS

SEE CG601 FOR DITCH GRADING POINTS 2.

SEE CG101 THROUGH CG103 FOR CORRESPONDING GRADING POINTS 1.

WORKING POINT A WORKING POINT C

TOP EDGE OF SIDEWALK

WORKING POINT DWORKING POINT B WORKING POINT E

BASE OF EXTERIOR WALL

OFFSET NORTHING EASTINGSTATIONPOINT

(FT)

ELEVATION

PR.

GRADING COORDINATES (CG101)

101+89.92 17.00 LT

102+00.04 41.57 LT 367046.5590 1302794.5665

101+93.52 43.21 LT 367047.6411 1302799.4480

102+00.87 57.38 LT

102+21.95 51.13 LT 367029.7502 1302788.0501

102+12.47 37.72 LT 1302784.8035

102+06.36 39.74 LT 367045.4768 1302789.6850

101+95.82 17.00 LT 367069.1997 1302784.4259

102+54.51 32.65 RT 94.32 367064.1727 1302706.2627

102+57.61 35.92 RT 94.30 1302701.3872

102+61.62 30.78 RT 93.64 1302702.7935

102+58.58 27.32 RT 93.73 367057.0990 1302707.6942

102+44.87 23.60 RT 94.32

102+45.92 20.00 RT 94.20 367064.1701 1302722.4237

102+58.85 20.00 RT 93.57 367052.6117 1302713.4915

102+74.89 17.00 LT 92.02 367019.1826 1302736.0702

103+53.33 17.28 LT 88.10 366949.9416 1302697.1763

103+58.72 67.34 RT 89.52 1302624.2009

104+75.42 22.25 LT 84.53 366869.8276 1302589.7769

104+78.34 90.25 RT 86.76 1302562.0672

104+99.34 88.25 RT 86.62 366972.3100 1302542.0282

105+17.65 88.25 RT 86.53 366968.2639 1302524.1695

105+28.65 88.25 RT 86.47 366965.8334 1302513.4413

105+34.65 88.25 RT 86.45 366964.5076 1302507.5896

106+20.55 22.25 LT 83.80 366837.7590 1302448.2321

106+31.26 23.54 LT 83.72 366834.1287 1302438.0673

106+43.34 88.25 RT 85.90 1302401.5875

106+63.34 90.25 RT 85.84 367120.7527 1302381.6400

106+91.43 38.30 LT 83.23 366806.4476 1302839.0180

106+96.47 90.25 RT 85.83 366930.7019 1302349.3264

107+39.12 29.87 LT 83.94 1302334.2775

107+59.27 56.25 RT 84.93 1302295.5901

107+64.17 22.25 LT 84.53 366806.0249 1302308.1642

108+22.07 22.25 RT 85.56 1302241.8538

367032.9967

367044.3946

367063.0565

367056.1073

367067.4086 1302720.4503

366992.9779

366978.9008

366940.4916

366804.1316

366883.6656

366836.6294

1302802.6945

DESCRIPTION

WORKING POINT

WORKING POINT C

WORKING POINT C/D

WORKING POINT D

WORKING POINT C

WORKING POINT A

WORKING POINT C

OFFSET NORTHING EASTINGSTATIONPOINT

(FT)

ELEVATION

PR.

GRADING COORDINATES (CG102)

DESCRIPTION

WORKING POINT

WORKING POINT A

WORKING POINT C

WORKING POINT A

WORKING POINT C

OFFSET NORTHING EASTINGSTATIONPOINT

(FT)

ELEVATION

PR.

GRADING COORDINATES (CG103)

DESCRIPTION

WORKING POINT

WORKING POINT C

BOTTOM OF CURB

BACK OF CURB BREAKLINE (EOP)

WORKING POINT C

103+33.71 23.24 RT 89.89 366987.6040 1302672.1821

103+36.48 14.02 RT 89.56 366980.6716 1302678.8569

103+80.89 50.08 RT 88.42 366971.5217 1302629.0621

104+71.98 19.24 RT 85.40 366911.0230 1302583.7901

314+00.00

313+80.47

402+31.90

402+13.42

401+98.52

10.83 RT

10.85 LT

14.00 LT

14.00 RT

15.31 LT

15.86 RT

14.00 RT

14.00 LT

14.00 RT

64.49

64.17

65.02

65.19

72.31

73.14

73.20

72.74

72.94

73.32

366511.0355

366507.0801

366525.0981

366531.2790

366597.5231

366624.9445

366632.0967

366607.4693

366614.5594

366639.1867

1301636.8065

1301658.1172

1301665.0443

1301637.7350

1301465.7535

1301450.9194

1301468.0563

1301481.3789

1301494.4851

1301481.1625

WORKING POINT C

108+43.59

108+48.84

109+29.34

109+24.34

109+29.59

109+84.59

109+97.35

110+42.26

110+91.48

110+94.72

111+39.24

307+69.01

307+68.59

308+06.33

309+01.37

309+02.46

309+11.86

309+12.95

310+97.98

310+99.98

311+81.98

311+83.98

312+57.20

313+34.77

400+40.37

400+65.41

0.00

5.25 RT

5.25 LT

22.25 RT

5.25 LT

5.25 RT

0.00

29.00 RT

23.67 LT

29.00 LT

29.00 RT

67.42 RT

9.94 LT

11.38 RT

14.00 RT

32.02 RT

14.00 RT

0.00

2.00 RT

2.00 LT

2.00 RT

0.00

14.00 RT

14.00 LT

14.00 RT

14.00 LT

86.36

86.35

87.32

87.67

87.87

88.25

88.58

89.26

90.07

90.15

92.26

92.72

92.81

92.67

90.68

90.27

90.01

90.20

82.36

82.25

82.27

77.35

77.39

77.25

72.90

68.21

70.12

70.48

70.57

366810.1748

366814.1350

366803.8946

366812.9274

366787.2120

366797.4524

366791.1721

366807.3025

366753.6297

366763.2834

366814.6919

366837.4596

366891.9213

366908.3604

366929.0967

366922.1277

366893.2150

366909.4414

366905.5320

366888.5601

366772.1323

366772.1271

366769.3039

366706.9893

366709.3120

366706.5224

366650.1958

366576.5642

366611.0929

366636.9738

366646.5288

366620.6479

1302225.7847

1302219.5045

1302221.8246

1302137.2379

1302148.1908

1302145.8707

1302141.9105

1302081.8620

1302076.9015

1302017.6832

1301974.6720

1302028.1002

1302050.2759

1302078.1971

1302073.2356

1302036.0506

1301943.6290

1301935.7006

1301926.4964

1301932.6683

1301786.2612

1301783.4328

1301786.2665

1301733.6141

1301730.3576

1301730.8245

1301680.5846

1301650.1843

1301634.2386

1301644.9241

1301621.7811

1301611.0957

93.5316.00 RT101+20.00 367123.5553 1302843.5181

101+20.00 16.00 LT 93.21 367092.3138 1302850.4440

101+42.70 16.00 LT 94.06 367087.4008 1302828.2824

101+60.72 16.85 RT 94.81 367114.3852 1302802.1536

94.76 367071.8374 1302788.9625

93.47

93.17

93.47

94.73

090 101+43.68 47.69 RT 93.66 367149.3679 1302813.5450

091 101+43.68 16.00 RT 94.27 367118.4310 1302820.4034

092 101+43.68 17.31 LT 94.11 367085.9086 1302827.6133

093 101+50.22 17.25 LT 94.28 367084.6100 1302821.7555

094 101+49.27 16.05 RT 94.43 367117.1324 1302814.5456

095 101+48.66 47.73 RT 93.76 367148.0693 1302807.6872

WORKING POINT D

309+54.74 22.00 LT 88.58 366838.0392 1301911.2480

111+43.90 11.93 LT 92.75 366906.4153 1302078.6625 WORKING POINT C

096 311+38.19 31.43 RT 79.70 366763.0598

097 311+38.11 16.00 RT 79.87 366753.1049 1301746.8346

098 311+38.03 2.00 RT 80.01 366744.0698 1301757.5292

099 311+38.00 2.00 LT 80.02 366741.4883 1301760.5847

WORKING POINT D

100 311+37.88 22.00 LT 79.87 366728.5810 1301775.8627 WORKING POINT D

101 311+37.73 43.41 LT 79.70 366714.7656 1301792.2154 WORKING POINT D

102 311+44.30 43.41 LT 79.34 366710.1823 1301788.3433 WORKING POINT D

103 311+44.15 22.00 LT 79.49 366723.9977 1301771.9906 WORKING POINT D

104 311+44.03 2.00 LT 79.65 366736.9050 1301756.7126 WORKING POINT D

105 311+44.00 2.00 RT 79.65 366739.4865 1301753.6570 WORKING POINT D

106 311+43.92 16.00 RT 79.52 366748.5216 1301742.9625 WORKING POINT D

107 311+43.84 31.43 RT 79.34 366758.4765 1301731.1793 WORKING POINT D

1301735.0514

134 358

12880916

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

C G

Y O

M E

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CG601

JSK JSK TCW

D R

H E

D U

OFFSET NORTHING EASTINGSTATIONBASELINE POINT

(FT)

ELEVATION

EX.

(FT)

ELEVATION

PR.

GRADING COORDINATES (DT-101)

MAIN ECF

RIDGE RD

108+22.71

108+41.51

108+98.65

109+61.00

307+96.44

307+02.39

306+02.12

304+83.67

304+17.63

303+17.42

302+04.02

47.09 RT

46.25 RT

46.26 RT

50.51 RT

50.19 LT

36.92 LT

33.15 LT

25.86 LT

25.08 LT

25.96 LT

25.98 LT

82.81

83.00

84.00

85.00

86.00

87.00

88.00

89.00

90.00

91.00

92.00

87.14

87.21

87.78

87.89

89.54

90.13

90.25

90.40

91.44

92.31

92.47

366860.7149

366855.7403

366843.1259

366833.4971

366862.4918

366899.0232

366927.9066

366964.7949

366981.9966

367005.4363

367031.9180

1302235.7467

1302217.5906

1302161.8684

1302100.1214

1302061.7827

1302149.4650

1302245.5507

1302358.3511

1302421.9892

1302519.2033

1302629.2132

OFFSET NORTHING EASTINGSTATIONBASELINE POINT

(FT)

ELEVATION

EX.

(FT)

ELEVATION

PR.

GRADING COORDINATES (DT-201A)

OFFSET NORTHING EASTINGSTATIONBASELINE POINT

(FT)

ELEVATION

EX.

(FT)

ELEVATION

PR.

GRADING COORDINATES (DT-201B)

309+89.08

309+63.73

309+37.77

309+12.09

309+02.56

308+78.01

308+43.84

28.41 RT

29.23 RT

31.39 RT

34.98 RT

34.67 RT

29.95 RT

25.10 RT

86.06

87.00

88.00

89.00

89.39

90.00

91.00

86.06

87.78

89.18

90.59

90.87

90.77

91.81

366863.9791

366878.4676

366893.3068

366908.1460

366911.8495

366916.8401

366923.1929

1301855.9390

1301878.5151

1301901.8038

1301925.0924

1301934.5973

1301960.6722

1301996.4864

RIDGE RD

82.00

81.00

OFFSET NORTHING EASTINGSTATIONBASELINE POINT

RIDGE RD

313+18.80

312+87.17

312+53.42

312+16.43

311+72.92

311+55.22

311+32.73

311+04.53

202.86 RT

167.82 RT

137.01 RT

109.38 RT

82.65 RT

73.92 RT

62.92 RT

52.67 RT

(FT)

ELEVATION

PR.

(FT)

ELEVATION

EX.

72.67

73.00

73.41

74.00

75.00

76.00

78.00

80.00

72.67

73.03

73.52

74.79

76.70

76.65

77.43

79.19

366656.1338

366683.5100

366710.0900

366736.6722

366764.6846

366775.5932

366788.1699

366804.3105

1301477.8293

1301526.3612

1301573.0572

1301619.7533

1301670.9054

1301690.3029

1301715.1286

1301744.0082

GRADING COORDINATES (DT-202)

NOTE:

SEE CG101 AND CG102 FOR CORRESPONDING GRADING POINTS

3:13:1

6.00'

SEE LANDSCAPING PLAN FOR COVER

RIDGE ROAD

3:13:1

SEE LANDSCAPING PLAN FOR COVER

RIDGE ROAD

Z:1

(FT)

5.00

4.00

3.00

2.00

5.77

4.50

4.17

3.82

3.14

3.12

2.00

5.22

FLAT

3:1

2.00'

3:1 3:1

SEE LANDSCAPING PLAN FOR COVER

RIDGE ROAD/OVERLOOK

(FT)

1.00

1.58

1.18

1.58

1.67

TYPICAL SECTION

DT-101

TYPICAL SECTION

DT-201A

3:13:1

6.00'

SEE LANDSCAPING PLAN FOR COVER

3:1

1.00'

OFFSET NORTHING EASTINGSTATIONBASELINE POINT

(FT)

ELEVATION

EX.

(FT)

ELEVATION

PR.

GRADING COORDINATES (DT-102)

Z2:1

(FT)

Z2:1Z1:1

SEE LANDSCAPING PLAN FOR COVER

TYPICAL SECTION

DT-102

ECF

Z1:1

(FT)

EROSION CONTROL BLANKET

EROSION CONTROL BLANKETEROSION CONTROL BLANKET

MAIN ECF

46.25 RT

43.75 RT

41.81 RT

37.51 RT

32.55 RT

32.02 RT

27.25 RT

22.00 RT

19.36 RT

366833.4971 1302100.1214

5.00

366982.3868 1302673.7019 0 ECF

366976.6416 1302667.4358

366966.2951 1302654.3779

366957.2329 1302640.3981

83.76

83.83

84.00

85.00

86.00

86.88

87.00

88.00

89.00

89.51

366956.2337 1302638.6657

104+94.64

104+79.07

104+75.11

104+43.55

104+12.63

103+86.82

103+84.38

103+64.60

103+45.76

103+37.51

366947.1720 1302620.2544

366939.5714 1302598.2133

366933.3854 1302571.6266

366929.9482 1302556.4461 1.82

1.51

1.37

0.69

0.55

0.51

0.47

0.27

0.09

0.03

85.65

85.47

85.42

85.04

85.80

86.73

86.83

87.47

88.24

88.68

80.00310+93.95 33.18 RT 80.97 366798.6589 1301765.9102

311+06.62 36.02 RT 80.34 366791.0701 1301754.3458

78.00311+17.14 38.91 RT 79.67 366784.8564 1301744.4576

311+28.69 42.40 RT 77.00 78.94 366777.9581 1301733.4797

76.00311+69.95 22.18 RT…

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File details come from the government source that posted it. Updated Apr 6, 2023.