Draft Drawings_VOLUME 1 Part B.pdf

PDF 31 MB Posted Jul 26, 2020

Attached to: Improve Military Family Housing, Stearley Heights, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV-20-Z-0037
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This sources sought announcement is seeking information from capable sources for a design-build-bid construction project to improve military family housing at Stearley Heights on Kadena Air Base in Okinawa, Japan. The project scope involves interior and exterior modernization of 130 single-family housing units and will provide restoration and repairs to unit lots, building systems, and spaces. The work is estimated between 2.5 to 10 billion yen and will be designed to UFC standards over an anticipated 60 month performance period. Interested local Japanese sources are requested to respond by August 27 with company information, relevant experience, interest level, bonding capacity, and any risks or concerns regarding the renovation work or schedule. The Army Corps of Engineers will use submitted information to inform decision making for an anticipated firm-fixed price solicitation in fiscal year 2021.

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Other files

File	Type	Posted
Draft Drawings_VOLUME 1 Part A.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 4.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 3.pdf	PDF	Jul 26, 2020
Sources Sought (Stearley Heights).pdf	PDF	Jul 26, 2020
Draft Specifications Part B.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 2.pdf	PDF	Jul 26, 2020
Draft Specifications Part A.pdf	PDF	Jul 26, 2020
Draft Specifications Part C.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 5.pdf	PDF	Jul 26, 2020
Market Survey - W912HV20Z0037.xlsx	XLSX spreadsheet	Jul 26, 2020
Draft Drawings_VOLUME 6.pdf	PDF	Jul 26, 2020

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DRAFTSIGNAL

88.03

88.23

89.26

90.64

90.18

90.36

90.73

90.37

90.07

90.29

90.17

90.29

89.73 89.70

90.14

89.70

90.14

ELEC

EMH-216A-2-4

EMH-216A-2-5

EMH-216A-2-6

CJP-2399A

TMH-307-13-7

M P

H F H

F H

C O

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

B O

N G D

E 2914351.4012 N 379640.7067

E 2914392.3663 N 379657.7715

E 2914392.5737 N 379649.3968

E 2914408.5558 N 379652.5756

E 2914312.4752 N 379587.8769

E 2914393.9666 N 379663.8472

E 2914402.0886 N 379664.1956

E 2914405.6197 N 379660.4134

E 2914347.3056 N 379630.0219

E 2914361.2885 N 379632.8763

E 2914335.4683 N 379637.3647

E 2914348.1076 N 379649.9278

E 2914349.0880 N 379621.6811

E 2914361.9620 N 379623.1698

E 2914360.1944 N 379618.6368

E 2914352.9227 N 379616.9127

±20m

±7.9m

±11.4m

±7.8m

±18.4m

±6.7m

(TYP.)

±6.2m

.9 m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

G E

M O

N P

L A

N O

CD106

K A

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A S C

Y D

T R

E T

H S

T R

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A S C

M O

U .S

A R

M Y C

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65% ...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 06

12:13:41 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

SEE SHEET CD109

MATCH LINE

S E

E S

H E

E T C

C H L

111 112

2,914,430

2,914,400

2,914,370

2,914,340

2,914,370

2,914,400

2,914,430

2,914,460

02,914,460

2,914,490

50m0 20

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

2. ALL PAVEMENT SAWCUT SHALL BE FULL DEPTH SAWCUT.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

REMOVAL

EXISTING WALKWAY, SIDEWALK, AND MEDIAN

DRAFT

80.80

79.01

CATV

CATVCATV

CATV

79.68 80.87

79.78

79.69

79.83 79.65

80.06

80.68

81.55

81.23

81.28

ELEC

TS-14

CJP-2201

EBOX

TEL

200VP

V P

200V P

V P

200VP

V P

CLO

C P

300CP

C P

300CP

250CP

WVFH

82266 TH-104

EMH-39

TMH-219-9

CO CO

SS-5-2

SS-5-4

SS-5-5

SS-5-6

SS-6-1

SS-6-2

DR-9-3

DR-10-2

GI-10-3

GI-10-4

GI-9-6

GI-9-7

GI-9-5

GI-10-4-1

300CP

200CP

250CP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

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A W

N B

U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K E

A R

B Y L

O O

F A

C H

E N

U E

E 2914108.6635 N 379364.5638

E 2914121.2133 N 379358.7929

E 2914156.5731 N 379342.6964

E 2914171.4040 N 379336.0482

E 2914138.2371 N 379451.1746

E 2914150.4549 N 379445.5370

E 2914191.7930 N 379426.6365

E 2914206.5774 N 379419.8417

E 2914113.9249 N 379372.6610

E 2914161.8550 N 379350.8993

E 2914174.0766 N 379345.2372

E 2914138.0521 N 379440.7404

E 2914152.7323 N 379434.0336

E 2914181.9008 N 379420.5622

E 2914197.2277 N 379413.5097

E 2914191.9576 N 379405.4069

E 2914147.4622 N 379425.9308

E 2914135.7140 N 379432.6482

E 2914179.1786 N 379411.2804

E 2914209.2972 N 379429.1143

E 2914197.0543 N 379434.7337

E 2914152.8464 N 379453.6005

E 2914136.2257 N 379426.7998

E 2914143.2512 N 379423.2907

E 2914117.7236 N 379374.3464

E 2914125.2839 N 379370.8900

E 2914173.1345 N 379349.5535

E 2914166.0178 N 379353.2478

E 2914220.5281 N 379375.8930

E 2914216.9822 N 379368.8865

E 2914179.2114 N 379404.5135

E 2914186.8869 N 379400.8926

E 2914208.5072 N 379433.9495

E 2914201.4364 N 379437.5896

E 2914152.3293 N 379459.0887

E 2914145.2149 N 379462.5010

±6.1m

(TYP.)

±5.6m

±6.1m

±6.3m

.7 m

±6.6m

±5.9m (TYP.)

±5.4m

±6m

.3 m

±20.7m

±10.2m

±27.6m

±7.6m

±16.1m

±12.8m

±9.5m

±18.5m

±30.2m

±7.8m

±28.1m

±13.8m

±8m

±8.9m

±8.3m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD107

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

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S E

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C E B

A S

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 07

12:34:23 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

2,914,130

2,914,160

2,914,190

0 2,914,220

2,914,220

2,914,190

2,914,160

2,914,1303 ,4

2,914,1003 ,4

2,914,100

SEE SHEET CD110

MATCH LINE

S E

E S

H E

E T C

C H L

SEE SHEET CD104

MATCH LINE

111 112

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

2. ALL PAVEMENT SAWCUT SHALL BE FULL DEPTH SAWCUT.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

CATV

CATVx2

CATV

CATVx2

CATV

90.34

90.29

90.22

89.45

89.24 86.15

89.64 89.48

87.52

86.16

83.83

82.88 82.78

82.70

89.19

89.62

86.78

CATV

ELEC

TH-105

EMH-135-3-4

EMH-27

ASW-21

1-100

25 76-100

CATV

150 MM PVC

200VP

V P

200VP

V P

200VP

CLO

32 MM PVC

F H

EMH-23

P50-24FF

CA13:101-150

P25-24FF

CA13:76-100

P25-24FF

CA13:76-100

1-100

TMH232-1

T-82243

TMH-232

SS-5-1

SS-12-3

SS-12-4

SS-12-5

SS-13-2

SS-14-5

SS-14-6

SS-14-7

SS-14-8SS-14-9

SS-14-8-1

GI-1-13

±2.4m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K E

A R

B Y L

O O

K E

A R

B Y

82243

E 2914252.3784 N 379545.4377

E 2914266.4252 N 379542.5583

E 2914230.4623 N 379549.8427

E 2914217.4641 N 379552.4765

E 2914181.7784 N 379559.6792

E 2914165.8371 N 379562.8687

E 2914168.4088 N 379636.1459

E 2914138.6426 N 379558.7708

E 2914154.5155 N 379555.5097

E 2914151.2796 N 379546.4445

E 2914138.1453 N 379549.0766

E 2914140.1312 N 379545.0319

E 2914147.8915 N 379543.4757

E 2914179.2827 N 379550.4664

E 2914195.5232 N 379547.1815

E 2914213.0852 N 379543.6433

E 2914227.5839 N 379540.6852

E 2914255.7367 N 379554.5379

E 2914267.0310 N 379552.1762

E 2914265.8879 N 379560.0763

E 2914220.7489 N 379561.5528

E 2914224.5230 N 379566.4670

E 2914232.0474 N 379564.3575

E 2914212.6330 N 379534.4226

E 2914224.2960 N 379531.6086

E 2914220.8876 N 379528.5504

E 2914214.4868 N 379529.8422

E 2914192.4868 N 379539.2757

E 2914178.7439 N 379540.8213

E 2914188.8606 N 379535.0682

E 2914180.6922 N 379536.7052

E 2914169.1171 N 379571.9317

E 2914182.3098 N 379569.2792

E 2914173.1124 N 379577.9169

E 2914180.9546 N 379576.7909

E 2914202.4660 N 379629.2314

E 2914203.9247 N 379622.6054

E 2914212.3747 N 379624.0813

E 2914171.6867 N 379645.2589

E 2914164.9108 N 379632.6441

±7.7m ±6.4m

±7.7m

±16.6m

±10.5m

±8.6m

±7.7m

±16.5m

±13.5m

±6.3m

±5.8m

±5.4m

.7 m

.9 m

±6.3m (TYP.)

±20.7m

E 2914257.9862 N 379611.1329

±10.2m

±5.7m

±3m

±28.4m

(TYP.)

±5.7m

(TYP.)

±6.1m

E 2914259.5419 N 379561.2250

±3m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD108

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

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E A

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A P

-5

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 08

11:16:43 PM 4/7/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

SEE SHEET CD105

MATCH LINE

S E

E S

H E

E T C

C H L

SEE SHEET CD111

S E

E S

H E

E T C

C H L

111 112

2,914,190

2,914,220

2,914,250

0 2,914,280

2,914,280

2,914,250

2,914,220

2,914,160

2,914,190

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

REMOVAL

EXISTING WALKWAY / STEP, SIDEWALK, AND MEDIAN

- BLDG 2241

- BLDG 2239

SEE DETAILS ON SHEET C504.

5. EXISTING STEPS SHALL BE REMOVED AND REPLACED.

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

2. ALL PAVEMENT SAWCUT SHALL BE FULL DEPTH SAWCUT.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

90.10

90.67

90.74

91.62

92.14

92.52

92.70 92.71

92.98

90.73

90.87

90.90

90.85

90.84

91.70

91.16

91.94

92.45

92.48

92.33

90.96

ELEC

EMH-135-3-5

EMH-54

EMH-17

EMH-55 (ESC)

EMH-20

EMH-135-3-7

EMH-135-3-8

EMH-135-3-6

VCSW-SHL

TEL

TMH-307-13-8-1

250 MM HDPE

200VP

200V P

CLO

400 MM

M M

300CP

C P

300CP

300C P

500CP

C P

300CP

200CP

TOP99.05

CO90.82

TH-109 5

TOP98.42

CO90.31

TH-103 1

TOP100.11

CO92.52

TOP100.72

CO92.98

TOP99.79

CO92.26

TOP99.25

CO91.15

TH-105 3

TOP98.85

CO90.67

TH-105 4

TOP98.90

CO91.26

TMH-307-13-8

SS-14-1

SS-14-2

SS-14-4

SS-14-3

DR-1-6

DR-1-7

DR-1-8

DR-4

DR-5-1

DR-5-2

DR-1-9

DR-6-1

DR-6-2

GI-1-14GI-1-13

GI-1-16

GI-1-15

GI-4

GI-5

200CP

GI-1-14-1

±0.9m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

WESTBROOK AVE

B O

N G D

B O

N G D

B O

N G D

E 2914263.3135 N 379636.2185

E 2914250.4677 N 379638.8079

E 2914253.7501 N 379648.1367 E 2914257.9638

N 379655.0827

E 2914272.9079 N 379624.5319

E 2914259.7635 N 379627.2238

E 2914308.1619 N 379590.8736

E 2914335.4683 N 379637.3647

E 2914334.9053 N 379647.2798

E 2914344.1379 N 379656.0906

E 2914336.2805 N 379654.4757

±11.9m

±6.1m

(TYP.)

.9 m

.6 m

±20.7m

±9.4m

E 2914270.1521 N 379615.6140

±10.8m

±10.2m

±26.4m

±7.1m

±2.2m

±2.6m

E 2914202.9486 N 379638.9199

E 2914216.1419 N 379636.1920

.3 m

E 2914265.0080 N 379650.2560

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD109

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

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S E

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O V

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H E

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A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 09

12:35:30 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

SEE SHEET CD106

MATCH LINE

S E

E S

H E

E T C

C H L

SEE SHEET CD112

111 112

2,914,220

2,914,250

2,914,280

2,914,310

02,914,340

2,914,340

2,914,310

2,914,280

2,914,2503 ,7

2,914,2203 ,6

2,914,370

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

2. ALL PAVEMENT SAWCUT SHALL BE FULL DEPTH SAWCUT.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

83.10

82.01

87.89

85.55

86.94

84.17

83.99

83.94

84.75

82.18

83.74

82.4782.67

82.73

85.91

85.48

ELEC

TS-15

EMH-26

EMH-24

EMH-40

CJP-2212

EBOX

1-100

-1

TEL

25 726-750

TEL

150 MM PVC

C P

CLO

C P

300CP

200CP

300C P

C P

300CP

C P

TOP90.34

CO82.09TS-14 7

TOP91.55

CO83.26

TOP92.02

CO83.91

TS-14 2

TOP93.77

CO85.86

TH-104 7

TH-104 6

CO82.38

TOP90.38

TS-14 1CO88.11

TOP96.19

TMH-219-10

P25-24FF

CA13:726-750

T-82219

TMH-233

TMH-219-10

COCOCO

DR-9-2

DR-10-1

GI-10-1

GI-10-2

GI-9-4

GI-9-3

300CP

±2.4m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F A

C H

E N

U E

K E

A R

B Y L

O O

KEARBY LOOP

E 2913956.1337 N 379449.9318

E 2913982.4909 N 379422.7420

E 2913997.1817 N 379415.9653

E 2914039.5719 N 379396.5989

E 2914030.2215 N 379400.8804

E 2914060.0697 N 379387.1858

E 2914072.2339 N 379381.5573

E 2914091.5102 N 379472.5492

E 2914106.2739 N 379465.8741

E 2914056.3946 N 379488.9367

E 2914041.7432 N 379495.7176

E 2914002.9649 N 379524.7167

E 2914012.3565 N 379522.3679

E 2914014.0053 N 379505.6801

E 2914001.4834 N 379510.9933

E 2913987.5749 N 379430.6777

E 2913999.5352 N 379424.0996

E 2914034.8769 N 379407.9169

E 2914065.3815 N 379395.2850

E 2914029.5203 N 379490.6174

E 2914019.2118 N 379497.5504

E 2914053.4792 N 379479.5501

E 2914063.0062 N 379475.1625

E 2914088.2689 N 379463.5943

E 2914103.0242 N 379456.7972

E 2914097.7974 N 379448.7664

E 2914024.9280 N 379483.5443

E 2914048.2283 N 379464.8991

E 2914080.5982 N 379458.5604

E 2914108.9974 N 379475.0968

E 2914096.7803 N 379480.6518

E 2914059.1168 N 379498.2429

E 2914047.0037 N 379503.8329

E 2913991.6902 N 379433.0577

E 2913999.4058 N 379430.5872

E 2914039.4982 N 379411.0997

E 2914012.7957 N 379482.6569

E 2914020.5900 N 379480.5993

E 2914052.9629 N 379463.0134

E 2914057.7509 N 379467.0367

E 2914084.0345 N 379444.4237

E 2914093.2841 N 379445.5229

E 2914069.7418 N 379398.1351

E 2914077.4021 N 379395.6776

E 2914019.0318 N 379560.9949

E 2914058.4976 N 379503.4898

E 2914051.4101 N 379506.8432

E 2914102.1246 N 379485.6989

E 2914108.4163 N 379480.4263

±6m

±6.4m

±5.4m

.6 m

±15.2m

±7.1m (TYP.)

±6.5m

±5m

±1 1.1 m

±6m

±6.4m

±4.6m

E 2914043.8197 N 379408.7109

±3.8m (TYP.)

±5.9m (TYP.)

.9 m

±4.8m ±13.9m

.0 m

±6.6m

±5.3m

±8.9m

±7.9m

±18.9m

±8.7m

±26.3m

.1 m m

±9.6m

±8.7m

±9.5m

±18.5m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD110

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 10

11:18:57 PM 4/7/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

SEE SHEET CD107

MATCH LINE

S E

E S

H E

E T C

C H L

SEE SHEET CD113

111 112

2,914,040

2,914,010

2,913,980

2,913,980 3 ,5

2,914,010

2,914,040

2,914,070

2,914,100

02,914,100

02,914,070

2,914,130

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

REMOVAL

EXISTING WALKWAY / STEP, SIDEWALK, AND MEDIAN

- BLDG 2274

- BLDG 2272

- BLDG 2219

- BLDG 2215

SEE DETAILS ON SHEET C504.

5. EXISTING STEPS SHALL BE REMOVED AND REPLACED.

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

DRAFT LP

SIGNAL

91.24

91.77

91.84

91.35

93.25

90.62

90.84

90.63

90.04

89.49

87.89

ELEC

TH-103

EMH-315-3-3

-1

TEL

TMH307-13-9

25 326-350

TEL

150 MM PVC

200CP

V P

CLO

300C P

500CP

C P

F H

TOP97.80

CO89.77

TH-104 8

TOP98.34

CO90.26

TH-104 9

TOP99.73

CO91.39

TH-103 2

TOP100.19

CO91.99

TH-105 6

P50-24FF

CA13:326-375

T-82242

CO S

SS-4-2

SS-13-1

DR-1-5

GI-1-11 GI-1-12

500CP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

B O

N G D

K E

A R

B Y L

O O

E 2914037.2282 N 379554.8840

E 2914037.6929 N 379575.4712

E 2914056.8842 N 379584.5074

E 2914067.6998 N 379676.3099

E 2914052.0868 N 379679.4888

E 2914106.2347 N 379668.4046

E 2914116.6500 N 379666.2594

E 2914142.0352 N 379661.1239

E 2914047.0287 N 379670.8161

E 2914059.8271 N 379668.0710

E 2914056.5524 N 379659.1390 E 2914068.2167

N 379686.1336

E 2914058.9716 N 379692.6263

E 2914066.2422 N 379690.3854

E 2914102.7241 N 379659.4021

E 2914119.2223 N 379656.0006

E 2914109.5544 N 379677.7177

E 2914157.9264 N 379657.8586

E 2914102.3365 N 379649.6834

E 2914116.0971 N 379646.9494

E 2914155.6733 N 379648.5325

E 2914168.4088 N 379636.1459

E 2914155.2639 N 379638.8006

E 2914164.9108 N 379632.6441

E 2914157.2190 N 379634.4207

E 2914085.9213 N 379569.4072

E 2914098.8380 N 379566.7858

E 2914094.8442 N 379553.4525

E 2914085.6624 N 379560.8885

E 2914087.8684 N 379555.1591

E 2914053.1643 N 379556.8567

E 2914045.4774 N 379552.6853

E 2914051.2695 N 379553.0947

E 2914033.8153 N 379570.0756E 2914027.1395

N 379555.7298

E 2914024.4505 N 379572.8210

E 2914010.9389 N 379567.7329 E 2914014.6638

N 379574.3170

E 2914019.0318 N 379560.9949

E 2914043.5461 N 379590.9591

E 2914058.8867 N 379592.7448

E 2914060.3096 N 379602.6273

E 2914053.0689 N 379605.6569

E 2914145.3352 N 379670.1339

E 2914053.4295 N 379656.9167

E 2914045.9185 N 379658.4661

E 2914112.8034 N 379644.3667

E 2914103.8429 N 379642.9900

E 2914055.3820 N 379688.7211

±8.6m

±21m

±8.4m

±19.3m

±10.3m

±5.5m

±6.1m

±8.3m±16.4m

±6m

±7.3m

±5.5m (TYP.)

±26.2m

±6.1m

.8 m

±16.2m

±7.8m

±6.1m

(TYP.)

.7 m

T Y

E 2914043.1606 N 379567.1850 m

±28.2m

.3 m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD111

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 11

12:36:42 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

111 112

2,914,040

2,914,130

2,914,100

2,914,070

S E

E S

H E

E T C

C H L

02,914,160

0 2,914,190

SEE SHEET CD108

MATCH LINE

2,914,100

2,914,130

2,914,160

2,914,190

S E

E S

H E

E T C

C H L

2,914,040 3 ,6

2,914,070

SEE SHEET CD114

MATCH LINE

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

2. ALL PAVEMENT SAWCUT SHALL BE FULL DEPTH SAWCUT.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

DRAFTCATV

CATV

ELECTRIC BULLETIN BOAND

91.63

90.29

90.35

90.88

90.92 90.65

91.68

90.26

ELEC

EMH-15

EMH-13

EMH-14

TEL

V P

200VP

CLO

600CP

C P

300CP

C P

CATV

TOP99.46

CO91.85

TOP98.41

CO90.30

TH-105 5

SS-4-1

SS-12-1

SS-12-2

DR-3

GI-3-3

GI-3-4

GI-3-5

GI-3-1

GI-3-2

300CP

200CP

.4 m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

B O

N G D

B O

N G D

E 2914118.5576 N 379681.8954

E 2914113.4665 N 379683.1140

E 2914157.9264 N 379657.8586

E 2914158.4529 N 379667.3886

E 2914149.0461 N 379674.5010

E 2914145.3352 N 379670.1339

±10.2m

±6m

±19.3m

±6.1m

±11.4m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD112

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 12

12:37:53 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

111 112

0 2,914,220

0 2,914,250

SEE SHEET CD109

MATCH LINE

2,914,130

2,914,160

2,914,190

2,914,100

S E

E S

H E

E T C

C H L

2,914,1303

2,914,220

2,914,190

2,914,160

2,914,250

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

2. ALL PAVEMENT SAWCUT SHALL BE FULL DEPTH SAWCUT.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

87.30

LP LP

85.53

90.07

90.78

93.88 91.13

92.64

94.32

94.14

91.93

88.78

91.35

90.88 90.87

89.21

86.23

ELEC

EMH-7

EMH-10

EMH-2

-7

-1

TEL

TMH-234

M P

V C

200CP

C P

200CP

CLO

CLOCLO CLO

CLO

C P

500CP

C P

300CP

200CP

300C P

C P

CATV

FHFH

TOP93.99

CO85.76

TS-14 8

TOP95.74

CO87.41TS-26 1

TOP98.44

CO90.22

TH-103 7

TOP101.02

CO92.79

TH-103 6

P50-24FF

CA11:726-775

SS-2-2

SS-2-3

SS-3-2

SS-3-1

SS-2-1

DR-9-1

GI-9-2

GI-9-1

GI-7 GI-6

GI-7-1

±2.4m

.4 m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F A

C H

E N

U E

MOLLAND ST

DRIVE

BROOK

WEST-

2218 2223

E 2913894.4860 N 379462.9426

E 2913908.9324 N 379456.4092

E 2913870.4664 N 379522.0284

E 2913896.7843 N 379579.6151

E 2913903.5274 N 379594.2389

E 2913911.6374 N 379588.9824

E 2913913.5630 N 379585.0735

E 2913904.9776 N 379577.4076

E 2913877.1634 N 379536.6731

E 2913884.3404 N 379531.8785

E 2913878.7678 N 379519.6917

E 2913911.6484 N 379465.6550

E 2913899.5385 N 379470.6061

E 2913939.5817 N 379442.4086

E 2913954.1898 N 379435.7186

E 2913944.3904 N 379449.4694

E 2913956.8959 N 379444.9970

E 2913956.1337 N 379449.9318

E 2913949.0614 N 379453.0337

E 2913991.6317 N 379526.8894

E 2914002.9649 N 379524.7167

E 2913903.7672 N 379473.2430

E 2913910.5821 N 379577.8468

E 2913883.9718 N 379520.2763

E 2913888.1925 N 379527.1180

E 2914019.0318 N 379560.9949

E 2913989.2776 N 379519.3611

.9 m

.4 m

.6 m

.9 m

(TYP.)

±6.0m

(T Y

(TYP.)

±6.0m

E 2913910.7292 N 379470.2365

±12.1m±11.9m

.5 m

±26.3m

±7.3m

±7.9m

.6 m

.7 m

.1 m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD113

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 13

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KEYMAP

SCALE: N.T.S.

SEE SHEET CD110

MATCH LINE

S E

E S

H E

E T C

C H L

111 112

2,913,920

2,913,950

0 2,913,980

0 2,914,010

2,913,980

2,913,950

2,913,920

2,913,8903 ,5

2,913,860

2,913,890

2,914,010

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

REMOVAL

EXISTING WALKWAY / STEP, SIDEWALK, AND MEDIAN

- BLDG 2230

- BLDG 2222

SEE DETAILS ON SHEET C504.

5. EXISTING STEPS SHALL BE REMOVED AND REPLACED.

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

94.75

95.10

95.74

94.14

95.79 95.89

96.17

96.48

96.56

95.06

95.88

94.65

94.64

95.40

93.77

96.10

97.56 97.55

93.23

93.81

93.87

ELEC

EMH-9

EMH

EMH-315-3-2

TH-102

ASW-K12A

EMH-315-3-1

EMH-5

2-50

-1

4-100 4-100

TEL

TMH-235B

TMH-234-1

TMH-307-13-10

50 726-775

12 701-712

25 351-375

ELEC

TEL

150 MM PVC

200 M M C

200CP

200CP200CP

C P

200CP

CLO

CLO CLO

CLO

300 M M

M M

300CP

C P

300CP

C P

P C P

C P

300CP

TOP102.15

CO93.92

SET-USO 3

TOP100.46

CO94.87

SET-USO 2

TOP103.46

CO95.17

TH-103 5

TOP101.64

CO93.36

TH-103 3

TOP103.78

CO96.56

TE-5519 9

TOP103.96

CO95.87

SET-USO 1

TOP104.92

CO97.63

TE-5519 8

TOP103.35

CO95.11

GH-103 4

TOP102.06

CO64.01

TH-105 7

EMH-4

P25-24FF

CA13:351-375

1-100

P25-24FF

CA13:326-350

P50-24FF

CA11:726-775

P12X24FF

CA11:701-712

1-100

T-82232

TMH-315-3

T-2263

0.5-600PPEC

CAJ12:1-600

P2-24FF

CA11:1-200

T-2255

SS-1-1

SS-1-2

SS-1-3

SS-1-4

SS-1-5

S D

DR-1-1

DR-1-2

DR-1-3

DR-1-4

DR-2-1

DR-2-2

GI-1-1

GI-1-2

GI-1-4

GI-1-5

GI-1-6

GI-1-7

GI-1-8

GI-1-9 GI-1-10

GI-2-2

GI-2-1 GI-1-3

GI-2-3

GI-1-1-1

GI-2-1-2

GI-2-1-3

200CP

GI-2-1-4

200CP

300CP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

MOLLAND ST

B O

N G D

E 2913917.0750 N 379623.7459

E 2913930.6882 N 379676.0438

E 2913936.2699 N 379689.4106

E 2913925.1765 N 379692.9351

E 2913923.5601 N 379680.8197

E 2913926.3708 N 379621.0118

E 2913935.4516 N 379619.7934

E 2913938.2638 N 379626.8349

E 2913991.6290 N 379682.2438

E 2914007.4620 N 379678.9646

E 2914047.0287 N 379670.8161

E 2913994.5903 N 379701.3655

E 2913999.0916 N 379709.4816

E 2914006.6884 N 379707.0807

E 2913991.3900 N 379672.4193

E 2914004.1675 N 379669.8794

E 2914055.3820 N 379688.7211

E 2913991.5918 N 379659.7047

E 2913998.9127 N 379657.8638

E 2913991.2690 N 379692.1252

E 2914001.8632 N 379690.0575

.1 m

T Y

.3 m m

±8.1m

±7.5m

±12.7m

±23.6m

±16.1m

±5.9m (TYP.)

±5.7m

±6.1m

±27.2m

E 2913922.4939 N 379635.6187

.9 m

±4.6m

.9 m

±0.8m

.3 m

.4 m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

M O

N P

L A

N O

CD114

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

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A N

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A M

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O U

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T E

A R

L E

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\DEMOLITION PLAN 14

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SEE SHEET CD111

MATCH LINE

S E

E S

H E

E T C

C H L

111 112

2,913,920

2,913,950

2,913,980

2,914,010

02,914,040

2,914,010

2,913,980

2,913,9503 ,7

2,913,920

2,914,070

REMOVED AND REPLACED. SEE DETAILS A1/C503 AND A8/C503.

4. ALL EXISTING PRIVACY WALL FACING THE DRIVEWAY SHALL BE

ELEVATIONS.

AND LEVEL AND SOD DISTURBED AREAS TO MATCH EXISTING

3. CONTRACTOR SHALL REMOVE ALL EXISTING CLOTHESLINES

IMPROVEMENT SHALL BE TO THE NEAREST JOINT.

CONCRETE CURB, SIDEWALK AND WALKWAY CUT FOR ANY

2. ALL PAVEMENT SAWCUT SHALL BE FULL DEPTH SAWCUT.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

GENERAL SHEET NOTES

LEGEND

DEMOLITION PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C D

.d w g

EARTH EXCAVATION FOR NEW SIDEWALK / WALKWAY

EARTH EXCAVATION FOR NEW PARKING AREA

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E1/CS503)

EXISTING CLOTHESLINE REMOVAL

(OPTION UNDER PHASES I THROUGH III)

(IMAGE E6/CS503)

EXISTING TRASH ENCLOSURE REMOVAL

LP LP

ILLUMINATION FACILITIES

ELEC

EMH-35-A

CJP-1843A

CJP-1843B

SET1846B

CJP-1839

EMH-36

SET-1846A

300VP

C P

200CP

300CP

CLO

C P

200C P

300CP

TOP83.31

CO75.17

TS-12 3

TOP92.31

CO75.58

TOP81.42

CO73.28

TS-12 2

TOP92.63

CO76.42

CO76.94

TOP85.35

CO73.40

TOP88.93

CO74.48

TOP88.65

CO73.64

TOP88.40

CO73.42

TOP85.36

CO73.75

TOP85.85

CO73.92

TOP86.11

CO74.67

TOP89.22

CO74.73

C O

SS-9-1

SS-9-2

SS-9-3

SS-9-1-1

SS-9-1-2

DR-11-2

DR-11-3

GI-11-10 GI-11-11 200CP

±2.4m

±1.2m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F A

C H

E N

U E

E 2914539.1139 N 379174.0630

E 2914522.5238 N 379175.9135

E 2914447.4409 N 379205.1260

N 379222.3067

E 2914448.1047

E 2914443.0631 N 379218.2479

N 379191.0964

E 2914527.5728

N 379190.5268

E 2914535.8567

E 2914524.5662 N 379185.4591

E 2914538.2100 N 379184.0360

E 2914452.0186 N 379219.0555

±73.37

±73.60

±75.62

±75.85

E 2914437.2016 N 379210.0347

±6.1m

±11.3m

±20.5m

±8.4m

±10.6m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

E P

L A

N O

CS101

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\SITE PLAN 01

11:35:30 PM 4/7/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

2,914,430

2,914,460

2,914,490

2,914,520

0 2,914,550

0 2,914,580

2,914,520

2,914,490

2,914,4603 ,2

2,914,580

2,914,550

2,914,430

SEE SHEET CS102

MATCH LINE

S E

E S

H E

E T C

C H L

111 112

GENERAL SHEET NOTES

AREAS, WALKWAY AND SIDEWALK.

CONSTRUCTED AT THE SAME SLOPE AS EXISTING PARKING

5. NEW PARKING AREAS, WALKWAY AND SIDEWALK SHALL BE

UNLESS OTHERWISE NOTED.

PARKING AREA TO MAINTAIN EXISTING ELEVATION AND SLOPE

4. REPLACEMENT OF EXISTING WALKWAY, SIDEWALK AND

SHALL BE AS OPTION UNDER PHASES I THROUGH III.

3. EXISTING TRASH ENCLOSURE REMOVAL AND REPLACEMENT

2. DIMENSIONS IN METERS UNLESS INDICATED OTHERWISE.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

LEGEND

SITE PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C S .d w g

(DETAIL C6/CS501)

CONSTRUCT NEW PARKING AREA PAVEMENT

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(DETAILS A1/C503 AND A5/C503))

CONSTRUCT TRASH ENCLOSURE AND CONC. SLAB

(DETAILS A1/C503 AND A8/C503)

CONSTRUCT PRIVACY WALL

(DETAILS ON SHEET CS504)

CONSTRUCT STEP WITH RAIL

(DETAIL C1/CS501)

CONSTRUCTION / REPLACEMENT

SIDEWALK / WALKWAY / STEP

CJP-1835

EMH-36-A

EMH-63#1

EMH-52

CJP-2116

CJP-1831

ST-12

TMH-212-14

-1

TMH-219-7

25 851-873+ 2XDD

C P

CLO

700CP

C P

300CP

C P

400CP

C P

TOP85.38

CO77.13

TS-13 1

TOP86.82

CO78.62

TH-107 6

TOP86.11

CO78.00

TS-12 4

EMH-53 (ESC)

EMH-62

P150-24FF

CA13:726-850+

A,126-150 2-100

TMH-219-6

P25-24FF

CA13:851-873+

A,24-25 1-100

T-81835

P150-24FF

CA13:726-850+

A,126-150

C O

COCO

CO CO

SS-8-4

SS-15-1

SS-8-5

DR-11- 1

GI-11-1

GI-11-2

GI-11-4

GI-11-5

GI-11-6

200CP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

CRAGGE DR

F A

C H

E N

U E

2122 2140

E 2914417.5284

N 379219.4369

E 2914402.8214

N 379226.4070

E 2914332.3895

N 379260.8792

E 2914426.8612 N 379325.5488

E 2914420.4462

N 379228.8678

E 2914408.2751

N 379234.6372

N 379239.4814

E 2914413.6698

N 379235.6760

E 2914420.6541

E 2914433.9167 N 379340.5127

E 2914442.0980 N 379334.9985

E 2914436.2419 N 379322.8694

E 2914412.9417 N 379318.8972

E 2914404.8461 N 379324.1746

E 2914335.0900

N 379271.1465

N 379286.6616

E 2914422.9314

N 379279.3413

E 2914419.4977

E 2914357.7363 N 379359.9721

E 2914361.3793 N 379367.1982

E 2914447.3604 N 379329.6566

.4 m

.8 m

T Y

±5.7m

.4 m

.5 m

±6.1m

±3.9m

±4.3m

.2 m .6 m

.7 m

.1 m

.9 m

(T Y

.1 m

.6 m

±76.33

±76.04

±78.13

±78.55

±77.28 ±77.51

±78.40

±78.45

±77.71

±77.85

±80.05

E 2914418.5625 N 379330.8629

E 2914323.1348

N 379277.0570

E 2914317.7954

N 379268.6340

E 2914442.6093 N 379322.6213

E 2914405.6409 N 379281.1735

E 2914415.2055 N 379278.5241 E 2914420.9409

N 379290.5511

E 2914412.5608 N 379295.7998

E 2914392.9877 N 379276.5739

E 2914385.9536 N 379261.7822

E 2914377.6789 N 379266.9946

E 2914383.3790 N 379279.1192

E 2914330.0511

N 379290.9766

E 2914377.0574 N 379270.2791

E 2914378.5423 N 379278.2378

E 2914402.7430 N 379328.1556

±10.6m

.1 m

.5 m

±15.4m

±19.6m

.6 m

.4 m

.9 m

±11.2m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

E P

L A

N O

CS102

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

E Z

...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\SITE PLAN 02

12:40:26 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

SEE SHEET CS104

MATCH LINE

S E

E S

H E

E T C

C H L

SEE SHEET CS101

111 112

GENERAL SHEET NOTES

AREAS, WALKWAY AND SIDEWALK.

CONSTRUCTED AT THE SAME SLOPE AS EXISTING PARKING

5. NEW PARKING AREAS, WALKWAY AND SIDEWALK SHALL BE

UNLESS OTHERWISE NOTED.

PARKING AREA TO MAINTAIN EXISTING ELEVATION AND SLOPE

4. REPLACEMENT OF EXISTING WALKWAY, SIDEWALK AND

SHALL BE AS OPTION UNDER PHASES I THROUGH III.

3. EXISTING TRASH ENCLOSURE REMOVAL AND REPLACEMENT

2. DIMENSIONS IN METERS UNLESS INDICATED OTHERWISE.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

LEGEND

2,914,400

2,914,340

2,914,370

2,914,340 3 ,3

2,914,370

2,914,400

2,914,430

2,914,460

02,914,460

02,914,430

2,914,400

2,914,340

2,914,310

SITE PLAN

SCALE: 1:250A1 50m0 20

(DETAIL C6/CS501)

CONSTRUCT NEW PARKING AREA PAVEMENT

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

REPLACEMENT (DETAIL C1/CS501)

SIDEWALK / WALKWAY CONSTRUCTION /

(DETAILS A1/C503 AND A8/C503)

CONSTRUCT PRIVACY WALL

L X

E Z

C S .d w g

ELEC ELEC

ELEC

EMH-63#2

TH-106

-1

TMH-230A-1 #2

25 176-206

TMH-230A-1 #1

150VP

CLO

O U T .8

C P

600CP

C P

300CP

TOP93.77

CO76.94 TOP93.09

CO76.84

TOP86.68

CO78.54

TS-12 5

TOP86.65

CO78.45

TH-107 5

TOP84.38

CO78.88

TOP85.44

CO77.31

TH-107 4

TOP86.16

CO78.02

TS-12 6

TOP86.45

CO80.96

TOP85.02

CO79.52

T-82104

P25-24FF

CA13:176-200

1-100

C O

SS-18-1

SS-15-2

SS-15-3

SS-15-4

DR-13-1

DR-14-2

DR-14-3

GI-13-1

GI-13-2

GI-13

GI-13-2-1

300CP

±1.5m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

CRAGGE DR

C R

A G

G E D

82104

E 2914469.8002 N 379380.6291

E 2914463.5488 N 379380.5159

E 2914454.2006 N 379383.3491

E 2914477.0624 N 379442.8804

E 2914464.4465 N 379427.6016

E 2914460.1919 N 379440.2104

E 2914505.8739 N 379423.2928

E 2914460.0444 N 379458.3874

E 2914467.8028 N 379459.9639

E 2914473.4308 N 379449.6751

E 2914497.6821 N 379442.8355

E 2914513.5347 N 379446.1555

E 2914514.0944 N 379436.3733

E 2914460.9665 N 379397.9252

E 2914469.1904 N 379392.5317

E 2914439.4232 N 379406.8387

E 2914436.0060 N 379399.7578 m

T Y

.2 m (T

Y P

±15.2m

±10m

±6.3m

E 2914513.6243 N 379424.9074

±10.4m

±5.1m

±24.95m

.7 m

E 2914472.9456 N 379387.7570

±78.36

±77.61

±78.44

±77.82

±78.34

±78.50

±78.56

E 2914446.7269 N 379390.4141

E 2914438.4908 N 379395.6515

E 2914452.2954 N 379402.3459

E 2914500.9804 N 379433.7346

.9 m

.7 m .3 m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

E P

L A

N O

CS103

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

E Z

...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\SITE PLAN 03

12:42:53 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

2,914,490

2,914,460

2,914,430

2,914,400

2,914,400 3 ,4

2,914,430 3 ,5

2,914,460

2,914,490

2,914,520

2,914,550

02,914,520

S E

E S

H E

E T C

C H L

E S

H E

E T C

C H L

111 112

GENERAL SHEET NOTES

AREAS, WALKWAY AND SIDEWALK.

CONSTRUCTED AT THE SAME SLOPE AS EXISTING PARKING

5. NEW PARKING AREAS, WALKWAY AND SIDEWALK SHALL BE

UNLESS OTHERWISE NOTED.

PARKING AREA TO MAINTAIN EXISTING ELEVATION AND SLOPE

4. REPLACEMENT OF EXISTING WALKWAY, SIDEWALK AND

SHALL BE AS OPTION UNDER PHASES I THROUGH III.

3. EXISTING TRASH ENCLOSURE REMOVAL AND REPLACEMENT

2. DIMENSIONS IN METERS UNLESS INDICATED OTHERWISE.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

LEGEND

SITE PLAN

50m0 20A1 SCALE: 1:250

(DETAIL C6/CS501)

CONSTRUCT NEW PARKING AREA PAVEMENT

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(DETAILS A1/C503 AND A8/C503)

CONSTRUCT PRIVACY WALL

L X

E Z

C S .d

78.07

77.89

CATV

CATVx2

CATV

CATVCATV

CATV

78.54

79.07

77.99

79.84

79.64

79.60

80.22

79.91

79.66

79.67

79.48

80.3378.91

80.06

81.06

ELEC

EMH-104

EMH-103

TS-13

TMH-212-15

TEL

300VP

300V P

V P

300VP

V P

200VP

200VP(200VP)

300VP

CLO

CLOCLO

CLO

250CP

300CP

C P

800CP

C P

250C P25

0C P

300CP

800CP

300CP 300CP

BOX: 0.93×0.95

B O

X : 0 .9

250CP

300CP

250CP 250CP

C P

250CP

CATV

WV WV WV

FHFHFHFHFH

CJP2126

TMH-219-8

COCO

SS-7-2

SS-7-3

SS-7-4

SS-7-5

SS-8-2 SS-8-1

SS-8-3

DR-9-5

DR-9-4

DR-10-3

GI-10-9

GI-10-10

GI-10-8GI-10-7

GI-10-5

GI-10-6

GI-9-8

GI-9-9

GI-9-10

GI-9-11

GI-9-12

GI-9-13

GI-9-14

GI-9-15

GI-10-11

GI-9-16

GI-9-17

GI-9-18

GI-9-19

GI-9-20

GI-10-12

GI-9-9-2

GI-9-9-1

GI-9-21 GI-9-22

GI-9-23

200CP

800CP

250CP

150CP

.9 m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

WESTBROOK AVENUE

CATV

K E

A R

B Y L

O O

F A

C H

E N

U E

E 2914260.4112 N 379295.2470

E 2914275.3409 N 379288.3769

E 2914268.1360 N 379424.5428

E 2914232.1708 N 379345.3103

E 2914268.3015 N 379370.1780

E 2914312.6379 N 379335.1211

E 2914277.0408 N 379421.6925

E 2914236.6881 N 379355.0343

E 2914244.9588 N 379349.6974

E 2914249.1735 N 379344.6893

E 2914265.7377 N 379303.4860

E 2914278.1235 N 379297.7860

E 2914270.2037 N 379306.6263

E 2914271.0963 N 379379.6177

E 2914286.0225 N 379372.7749

E 2914280.6360 N 379364.2307

E 2914315.5904 N 379344.4776

E 2914328.2152 N 379343.5441

E 2914313.5653 N 379376.3895

E 2914299.4447 N 379377.1954

E 2914337.5583 N 379372.3339

E 2914341.3729 N 379358.9848

E 2914351.5307 N 379361.2569

E 2914304.7332 N 379385.3525

E 2914309.4977 N 379389.1438

E 2914282.7620 N 379422.0940

E 2914286.9902 N 379428.8182

E 2914350.2986 N 379372.4011

E 2914321.6701 N 379396.2928

E 2914263.6488 N 379439.3800

E 2914256.1751 N 379444.2269

E 2914228.0267 N 379359.2800

E 2914234.8226 N 379373.9117

E 2914220.3478 N 379364.3511

E 2914220.5281 N 379375.8930

E 2914226.0477 N 379376.3871

.9 m

.4 m

(TYP.)

±4.8m

±2.6m

±4.6m ±6.1m

.2 m .6 m

.7 m

.1 m

±5.7m

±9.9m

.2 m

.1 m

.7 m

±78.37

±78.47

±79.82

±79.33

±79.79

±79.73

±80.33

±80.96

±79.97

±80.05

±79.50

E 2914278.4906 N 379305.1830

E 2914275.8396 N 379360.3700

E 2914270.1927 N 379367.6911

E 2914324.6227 N 379332.5733

E 2914314.7316 N 379329.7047

±4.7m

.0 m

±11.5m

±22.5m

.7 m ± .5 m

±10.3m

.9 m m ± .3 m

.5 m

±9m

±9.9m

±11.2m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

E P

L A

N O

CS104

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

E Z

...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\SITE PLAN 04

12:45:27 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

2,914,310

2,914,280

2,914,250

2,914,220

2,914,220 3 ,4

2,914,250

2,914,280

2,914,310

2,914,340

02,914,340

SEE SHEET CS107

MATCH LINE

S E

E S

H E

E T C

C H L

111 112

GENERAL SHEET NOTES

AREAS, WALKWAY AND SIDEWALK.

CONSTRUCTED AT THE SAME SLOPE AS EXISTING PARKING

5. NEW PARKING AREAS, WALKWAY AND SIDEWALK SHALL BE

UNLESS OTHERWISE NOTED.

PARKING AREA TO MAINTAIN EXISTING ELEVATION AND SLOPE

4. REPLACEMENT OF EXISTING WALKWAY, SIDEWALK AND

SHALL BE AS OPTION UNDER PHASES I THROUGH III.

3. EXISTING TRASH ENCLOSURE REMOVAL AND REPLACEMENT

2. DIMENSIONS IN METERS UNLESS INDICATED OTHERWISE.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

LEGEND

SITE PLAN

50m0 20A1 SCALE: 1:250

(DETAIL C6/CS501)

CONSTRUCT NEW PARKING AREA PAVEMENT

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(DETAILS A1/C503 AND A8/C503)

CONSTRUCT PRIVACY WALL

L X

E Z

C S .d

SIGNAL

ELEC

EMH-55

EMH-29

-1

2-100

-1

TEL

-1

25 151-175

ELEC

CLO

200CP

TOP94.52

CO86.27

TH-104 2

TOP91.06

CO83.20

TH-104 3

TOP93.67

CO85.63

TS-13 8

TOP88.67

CO80.76

TS-13 7

TOP92.23

CO87.24

TOP97.20

CO89.37

TH-105 8

TOP91.87

CO86.90

TOP87.02

CO82.07

TOP86.20

CO81.24

TOP85.66

CO80.58

P75-24FF

CA13:1-75CATV

P25-24FF

CA13:151-175

P75-24FF

CA13:76-150

P150-24FF

CA13:1-150

P150-24FF

CA13:1-150

T-2154

SS-7-1

DR-12

GI-12-1

GI-12-3

GI-12-2

200CP

.4 m .4 m

±2.5m

±2.4m

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

WESTBROOK AVE

K E

A R

B Y

L O

O P

72148 72150

E 2914288.2406 N 379488.5846

E 2914291.5569 N 379504.2865

E 2914295.4067 N 379528.4548

E 2914297.0929 N 379543.7006

E 2914299.0823 N 379577.2263

E 2914299.8170 N 379592.8184

E 2914300.8127 N 379490.1411

E 2914282.2662 N 379434.0100

E 2914303.9529 N 379497.5598

E 2914305.4209 N 379529.3414

E 2914300.6558 N 379501.0246

E 2914306.2778 N 379542.1822

E 2914310.2625 N 379539.2717

E 2914268.9155 N 379454.5513

E 2914259.8625 N 379456.9922

E 2914256.2777 N 379455.6107

E 2914296.7762 N 379488.1527

E 2914308.5680 N 379577.9628

E 2914312.0719 N 379580.4806

E 2914279.6443 N 379493.8294

E 2914282.2548 N 379506.9151

E 2914272.6341 N 379507.3554

E 2914266.4008 N 379497.8994

E 2914267.3354 N 379505.5862

E 2914267.0310 N 379552.1762

.9 m

.1 m

.2 m

.2 m m

.8 m

.2 m ± .4 m

.7 m

.4 m

.7 m

(T Y P

.9 m

.8 m

.4 m

(T Y P

.9 m

.7 m

±80.61

±86.72

±84.13

±83.93

±81.39

±83.04

±85.66

±89.05

E 2914273.8640 N 379439.8036

.1 m

E 2914254.0095 N 379448.1387

E 2914310.1273 N 379531.9069

±4.7m

.0 m

.7 m

.8 m m

.7 m

.4 m

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

E P

L A

N O

CS105

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

E Z

...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\SITE PLAN 05

11:57:03 PM 4/7/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

KEYMAP

SCALE: N.T.S.

2,914,370

2,914,340

2,914,310

2,914,280

2,914,310

2,914,340

2,914,370

2,914,400

02,914,400

SEE SHEET CS108

MATCH LINE

S E

E S

H E

E T C

C H L

E S

H E

E T C

C H L

111 112

GENERAL SHEET NOTES

AREAS, WALKWAY AND SIDEWALK.

CONSTRUCTED AT THE SAME SLOPE AS EXISTING PARKING

5. NEW PARKING AREAS, WALKWAY AND SIDEWALK SHALL BE

UNLESS OTHERWISE NOTED.

PARKING AREA TO MAINTAIN EXISTING ELEVATION AND SLOPE

4. REPLACEMENT OF EXISTING WALKWAY, SIDEWALK AND

SHALL BE AS OPTION UNDER PHASES I THROUGH III.

3. EXISTING TRASH ENCLOSURE REMOVAL AND REPLACEMENT

2. DIMENSIONS IN METERS UNLESS INDICATED OTHERWISE.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

LEGEND

SITE PLAN

SCALE: 1:250A1 50m0 20

L X

E Z

C S .d w g

(DETAIL C6/CS501)

CONSTRUCT NEW PARKING AREA PAVEMENT

(DETAILS A1/C503 AND A8/C503)

CONSTRUCT PRIVACY WALL

(DETAIL C1/CS501)

CONSTRUCTION / REPLACEMENT

SIDEWALK / WALKWAY (PATIO - BLDG 2148)

(DETAILS ON SHEET CS504)

CONSTRUCT STEP WITH RAIL

SIGNAL

ELEC

EMH-216A-2-4

EMH-216A-2-5

EMH-216A-2-6

CJP-2399A

-1

-7

-1

-7

TEL

12 376-387

TEL

M P

H F H

F H

TOP93.32

CO88.36

TOP93.07

CO88.11

TOP99.25

TOP98.66

CO90.48

TH-105 2

TOP98.83

CO90.64

TH-109 4

TOP95.72

CO90.24

TOP94.82

CO89.32

TOP101.64

CO92.81

TOP97.95

CO89.88

TH-109 3

T-2273:1-6

INNER DUCT

SPARE INNER

DUCT-1EA

T-2265

12S08FF.O,LINK16-1B-1:25-36

MH307-11TOBLDG2261

P1-22PAP

CAJ18:301-400

P75-24FF

CA13:326-389+

A,65-75

C O

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

B O

N G D

E 2914351.4012 N 379640.7067

E 2914392.3663 N 379657.7715

E 2914392.5737 N 379649.3968

E 2914408.5558 N 379652.5756

E 2914312.4752 N 379587.8769

E 2914393.9666 N 379663.8472

E 2914402.0886 N 379664.1956

E 2914405.6197 N 379660.4134

E 2914347.3056 N 379630.0219

E 2914361.2885 N 379632.8763

E 2914335.4683 N 379637.3647

E 2914348.1076 N 379649.9278

E 2914349.0880 N 379621.6811

E 2914361.9620 N 379623.1698

E 2914360.1944 N 379618.6368

E 2914352.9227 N 379616.9127

±20m

±7.9m

±11.4m

±7.8m

±18.4m

±6.7m

(TYP.)

±6.2m

.9 m

±90.60

±91.11

±90.70

±90.58

±90.55

D E

N B

E R

G E

N A

B I

N A

B I

D E

N B

E R

E P

L A

N O

CS106

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

Y S

T Z

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

E Z

...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\SITE PLAN 06

12:47:10 AM 4/8/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

SEE SHEET CS109

MATCH LINE

S E

E S

H E

E T C

C H L

111 112

GENERAL SHEET NOTES

AREAS, WALKWAY AND SIDEWALK.

CONSTRUCTED AT THE SAME SLOPE AS EXISTING PARKING

5. NEW PARKING AREAS, WALKWAY AND SIDEWALK SHALL BE

UNLESS OTHERWISE NOTED.

PARKING AREA TO MAINTAIN EXISTING ELEVATION AND SLOPE

4. REPLACEMENT OF EXISTING WALKWAY, SIDEWALK AND

SHALL BE AS OPTION UNDER PHASES I THROUGH III.

3. EXISTING TRASH ENCLOSURE REMOVAL AND REPLACEMENT

2. DIMENSIONS IN METERS UNLESS INDICATED OTHERWISE.

1. SEE SHEET C-001 FOR ADDITIONAL NOTES.

LEGEND

2,914,430

2,914,400

2,914,370

2,914,340

2,914,370

2,914,400

2,914,430

2,914,460

02,914,460

2,914,490

SITE PLAN

SCALE: 1:250A1 50m0 20

(DETAIL C6/CS501)

CONSTRUCT NEW PARKING AREA PAVEMENT

(DETAIL F4/CS501)

MILL AND OVERLAY OF EXISTING PARKING AREA

(DETAILS A1/C503 AND A8/C503)

CONSTRUCT PRIVACY WALL

L X

E Z

C S .d

ELEC

TS-14

CJP-2201

EBOX

TEL

50 751-800

50 101-150

200VP

V P

200V P

V P

200VP

V P

CLO

C P

300CP

C P

300CP

250CP

WVFH

82266 TH-104

EMH-39

P25-24FF

CA13:726-750

P50-24FF

CA13:751-800

1-100

T-82204

P50-24FF

CA13:101-150

1-100

T-82266

CO CO

SS-5-2

SS-5-4

SS-5-5

SS-5-6

SS-6-1

SS-6-2

DR-9-3

DR-10-2

GI-10-3

GI-10-4

GI-9-6

GI-9-7

GI-9-5

GI-10-4-1

300CP

200CP

250CP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K E

A R

B Y L

O O

F A

C H

E N

U E

E 2914108.6635 N 379364.5638

E 2914121.2133 N 379358.7929

E 2914156.5731 N 379342.6964

E 2914171.4040 N 379336.0482

E 2914138.2371 N 379451.1746

E 2914150.4549 N 379445.5370

E 2914191.7930 N 379426.6365

E 2914206.5774 N 379419.8417

E 2914113.9249 N 379372.6610

E 2914161.8550 N 379350.8993

E 2914174.0766 N 379345.2372

E 2914138.0521 N 379440.7404

E 2914152.7323 N 379434.0336

E 2914181.9008 N 379420.5622

E 2914197.2277 N 379413.5097

E 2914191.9576 N 379405.4069

E 2914147.4622 N 379425.9308

E 2914135.7140 N 379432.6482

E 2914179.1786 N 379411.2804

E…

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