Attachment 3 - Drawings 3 of 8.pdf

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EN

VIRO

N M

TAL CARE

PSYCHO

LO

GY

MENTAL HEALTH

NUTRITION AND FOOD

SERVICES

GAME ROOM/CANTEEN

THEATER

BUSINESS

BO

ILER PLAN

T

FM

S

PAIN

T SHO

P

HVAC SHO

PODIATRY/PT/EXERCISE CLINIC

MESS HALL RD

110+00 111+00

112+00 113+00

114+00 115+00

116+00 117+00

118+00 119+00 119+67.83

A

D R

I E

W

Y

H

L

0.0'

OFFSET

0.0' OFFSET

139+95.31 (0.00' ) MESS HALL (W)

199+47.25 (0.00') 96TH AVE.

N: 291452.1853

E: 4289904.1517

109+94.52 (0.00' ) MESS HALL (E)

195+84.35 (0.00') 96TH AVE.

N: 291189.0392

E: 4290154.0470

143+74.54 (0.00' ) MESS HALL (W)

229+47.83 (0.00') MESS HALL (S)

N: 291713.9828

E: 4290178.5265

113+73.93 (0.00' ) MESS HALL (E)

225+84.93 (0.16'R) MESS HALL (S)

N: 291450.9596

E: 4290428.5506

149+17.76 (0.00' ) MESS HALL (W)

38+48.65 (0.00') ANDRIES WAY

N: 292088.9850

E: 4290571.5446

119+17.83 (0.00' ) MESS HALL (E)

34+85.76 (0.00') ANDRIES WAY

N: 291826.4324

E: 4290822.0619

PHASE 1

PHASE 5

PHASE 3

PHASE 9

PHASE 2

9 PHASE 2

5 BEGIN (S)

23' OFFSET

15 SD #4, 35 LF TRENCHLESS (BORE AND JACK)

110+48.25 (133.43' L)

110+82.74 (133.47' L)

5'

N: 292145.7562

E: 4290631.0432

N: 291860.9489

E: 4290858.2366

10 BEGIN (E)

STORM TO BE

ABANDONED

IN PLACE

14 SD #3, 29 LF TRENCHLESS (BORE AND JACK)

STORM SEWER CONSTRUCTION NOTES

5. TYPICAL STORM SEWER RETROFIT SHALL BE CONSTRUCTED AT ZERO-FOOT HORIZONTAL OFFSET FROM EX. PIPE, EXCEPT WHERE VARYING HORIZONTAL OFFSET IS SHOWN IN CASES WHERE PIPE IS REALIGNED.

OFFSET DIMENSIONS CONTROL. PLANS ARE DRAWN TO ALLOW EX. SYSTEM TO BE VISIBLE FOR REFERENCE. VERTICAL INVERT ELEVATION AND SLOPE FOR MAJOR RETROFIT PIPE WORK IS SHOWN ON SEWER

PROFILES AND MAY VARY FROM EXISTING CONDITIONS. CONSTRUCTION OF MINOR LATERALS AND BASINS IS SHOWN ON PLANS.

STORM SEWER KEY NOTES

U.S. Department of Veterans Affairs william wilson architects pc 1022 SW Salmon Street, Suite 350 Portland, OR 97205 503.223.6693

VA Project Number

Building Number

Drawing Number

Revisions: Date:

APPROVAL SIGNATURES

Retrofit Campus Wide Infrastructure Systems - Water, Sewer, Storm

VA Southern Oregon Rehabilitation Center & Clinics 8495 Crater Lake Highway, White City, OR 97503

692-16-101 Drawing TitleCONSULTANT

Date Checked Drawn

Project Title

Location

Approved: Chief ITOS

Approved: Chief FMS

Approved: VA SORCC Director

Approved: Safety Manager

Approved: Service Chief

Approved: Chief of StaffApproved: AFGE

Approved: Associate Director

Approved: Infection Cntrl.

Phase

ARCHITECTOffice of Construction and Facilities Management

STAMP

FINAL CONSTRUCTION DOCUMENTSOREGON

G

O

K

EXPIRES: 12/31/19

12/22/17 PBS PBS

4412 SW Corbett Avenue

Portland, OR 97239

503.248.1939

PBS Engineering and

Environmental Inc.

pbsusa.com

KEY MAP

C201 C202

C203 C204

C205 C206

60'30'15'0'

SCALE: 1" = 30' (FULL SIZE)

SCALE: 1" = 60' (HALF SIZE)

NORTH PROJECT NORTH

C204

STORM SEWER PLAN

2017-12-19T22:07:31-0800

George Drake, PE

SPS

DIABETES

BUSINESS OFFICE/EDUCATION/

PROSTHETICS/OPTOMETRY

DENTAL/PCS/RDS/PSYCH/

AUDIO/ENT/DERM/ORTHO

RESIDENTIAL HEALTHCARE/

PULMONARY

U

TPATIEN

T PRIM

ARY CARE/

PHARM

ACY/RADIO

GY LAB

ADMISSIONS/COV

CT

CHAPEL

PRIM

ARY CARE

AVENUE "N"

V

J

50+00 51+00 52+00 53+00

54+00

55+00 56+00 57+00 58+00 59+00

5 BEGIN (E)

14'

50+50 (0.00' ) N AVE.

94+79.26 (0.00') J AVE.

N: 291185.6315

E: 4288852.0505

55+11.45 (0.00' ) N AVE.

174+78.87 (0.00') VETERANS MEMORIAL

N: 291503.3890

E: 4289186.6573

PHASE 7

PHASE 8

N: 291151.2007

E: 4288815.7940

N: 291221.8131

E: 4288817.5411

N: 291539.6162

E: 4289152.1958

BUILDING 248CT TO BE REMOVED

BY VA PRIOR TO CONSTRUCTION

5. TYPICAL STORM SEWER RETROFIT SHALL BE CONSTRUCTED AT ZERO-FOOT HORIZONTAL OFFSET FROM EX. PIPE, EXCEPT WHERE VARYING HORIZONTAL OFFSET IS SHOWN IN CASES WHERE PIPE IS REALIGNED.

OFFSET DIMENSIONS CONTROL. PLANS ARE DRAWN TO ALLOW EX. SYSTEM TO BE VISIBLE FOR REFERENCE. VERTICAL INVERT ELEVATION AND SLOPE FOR MAJOR RETROFIT PIPE WORK IS SHOWN ON SEWER

PROFILES AND MAY VARY FROM EXISTING CONDITIONS. CONSTRUCTION OF MINOR LATERALS AND BASINS IS SHOWN ON PLANS.

C205

2017-12-19T22:09:03-0800

George Drake, PE

LIN

G/

BIKE SHO

CIP/PRRC

PARKING

AREA I

AREA K

AREA J

TP

AT

IE

PA

RK

IN

OFFICE/EDUCATION/

TAL HEALTH

69+67.66

60+00

61+00

62+00 63+00 64+00

65+00 66+00 67+00 68+00 69+00

39+79.09 (70.59' R)

ST222

RIM 1328.48

10" IE 1325.65 OUT

39 LF @ 3.83%

39+78.32 (17.56' R)

ST221

RIM 1327.14

10" IE 1324.31 OUT

14 LF @ 0.50%

40+01.19 (17.84' L)

ST201

RIM 1327.07

10" IE 1324.19 OUT

11 LF @ 0.50%

40+55.92 (17.55' R)

ST224

RIM 1327.02

10" IE 1324.19 OUT

15 LF @ 0.50%

39+78.25 (31.96' R)

ST223

41+52.73 (17.32' L)

ST204

RIM 1326.73

10" IE 1323.10 OUT

10 LF @ 0.50%

40+53.70 (32.10' R)

ST225

43+45.28 (19.17' R)

ST226

40+01.55 (41.49' L)

ST202

RIM 1326.16

6" IE 1324.31 OUT

15 LF @ 0.50%

43+31.34 (14.83' L)

ST206

40+01.23 (26.92' L)

ST203

RIM 1325.65

6" IE 1324.24 OUT

9 LF @ 0.50%

41+52.60 (26.62' L)

ST205

RIM 1325.56

10" IE 1323.15 OUT

9 LF @ 0.50%

69+10.63 (4.90' L)

ST208

69+49.60 (34.14' L)

ST228

43+45.28 (33.36' R)

ST227

66+34.07 (212.19' R)

ST183

201+65.17 (26.62' R)

ST104

200+62.06 (23.89' R)

ST103

65+64.53 (214.63' R)

ST184

66+08.67 (29.72' R)

ST210

RIM 1322.74

10" IE 1319.49 OUT

35 LF @ 0.50%

66+08.42 (39.87' R)

ST209

RIM 1322.67

10" IE 1319.54 OUT

10 LF @ 0.50%

232+73.34 (73.26' R)

ST185

67+09.69 (31.41' L)

ST229

204+48.96 (26.30' R)

ST107

234+47.55 (10.20' L)

ST190

202+67.93 (40.87' R)

ST105

RIM 1321.45

6" IE 1318.96 OUT

15 LF @ 2.90%

234+60.16 (70.74' R)

ST213

234+35.81 (70.01' R)

ST211

63+18.02 (30.08' R)

ST189

232+72.86 (10.65' L)

ST187

203+67.08 (25.18' R)

ST106

63+65.63 (31.68' L)

ST231

204+94.71 (25.07' R)

ST108

63+39.78 (214.13' R)

ST186

234+32.42 (38.88' L)

ST188

RIM 1320.61

6" IE 1315.73 OUT

29 LF @ 3.30%

60+22.24 (31.95' L)

ST109

230+93.13 (67.07' R)

ST182

64+47.46 (31.61' L)

ST230

59+71.93 (30.80' L)

ST11

59+59.71 (18.13' R)

ST91

59+58.87 (28.46' R)

ST92

203+54.72 (24.29' L)

ST89

202+54.96 (24.41' L)

ST88

202+57.64 (45.76' L)

ST87

RIM 1320.95

8" IE 1318.72 OUT

22 LF @ 1.00%

201+17.73 (23.96' L)

ST83

RIM 1323.30

8" IE 1320.54 OUT

11 LF @ 3.25%

201+13.29 (13.44' L)

ST84

RIM 1323.24

8" IE 1320.17 OUT

15 LF @ 2.97%

200+33.23 (11.67' L)

ST81

RIM 1324.04

8" IE 1320.70 OUT

13 LF @ 4.52%

200+37.19 (1.03' R)

ST82

201+15.30 (1.09' R)

ST85

43+31.56 (26.45' L)

ST207

6' OFFSET

35' OFFSET

20' OFFSET

5 BEGIN (NE)

63+75.67 (0.00' ) N AVE.

234+78.13 (0.00') MESS HALL (S)

N: 292098.5062

E: 4289813.3309

69+17.66 (0.00' ) N AVE.

43+77.68 (0.00') ANDRIES WAY

N: 292471.7298

E: 4290206.3448

234+93.89 (72.05' R)

ST214

59+96.46 (0.00' ) N AVE.

204+78.46 (0.00') 96TH AVE.

N: 291837.3777

E: 4289538.3559

43+40.16 (7.02' L)

ST240

41+52.73 (6.93' L)

ST239

40+01.19 (6.86' L)

ST238

66+08.68 (4.99' L)

ST241

64+47.30 (5.04' L)

ST212

232+62.80 (67.15' R)

ST244

PHASE 4

9PHASE 1

9 PHASE 1

5 BEGIN (N)

11 SD #5, 170 LF TRENCHLESS (BORE AND JACK)

5 BEGIN (SE)

201+36.54 (20.17' L)

ST243

9 PHASE 1

5 BEGIN (W)

N: 291873.6341

E: 4289503.9252

N: 292134.7610

E: 4289778.8984

N: 292507.9047

E: 4290171.8282

N: 292506.1606

E: 4290242.6013

6.0' OFFSET

204+40.41 (25.15' L)

ST242

SEE SHEET CS202

FOR SD TO WET

POND FACILITY

5. TYPICAL STORM SEWER RETROFIT SHALL BE CONSTRUCTED AT ZERO-FOOT HORIZONTAL OFFSET FROM EX. PIPE, EXCEPT WHERE VARYING HORIZONTAL OFFSET IS SHOWN IN CASES WHERE PIPE IS REALIGNED.

OFFSET DIMENSIONS CONTROL. PLANS ARE DRAWN TO ALLOW EX. SYSTEM TO BE VISIBLE FOR REFERENCE. VERTICAL INVERT ELEVATION AND SLOPE FOR MAJOR RETROFIT PIPE WORK IS SHOWN ON SEWER

PROFILES AND MAY VARY FROM EXISTING CONDITIONS. CONSTRUCTION OF MINOR LATERALS AND BASINS IS SHOWN ON PLANS.

FINAL CONSTRUCTION DOCUMENTS

04/21/20 PBS PBS

C206

PR

F

. M

93798

OREGON

EXPIRES: 12/31/2020

AutoCAD SHX Text

16"

VLT

AHU

MH

PV

PV

GP

12"

48"

18"

20"

6"

24"

40"

26"

14"

28"

10"

8"

10' CLF

RAMP

VENT

HEALING GARDEN

BUS STOP SHELTER

LABYRINTH

CONCRETE FOOTING

CONCRETE FOOTING

GRAVEL

GRAVEL/DIRT

36"

12""

TEMPORARY 6' CLF

30"

AWNING OVER TABLES AREA

40"

26"

30"

PUMP FOR DRAINAGE

PUMP FOR DRAINAGE

SIGNAL VAULT

EMERGENCY VEHICLES COVERED RAMP

CONCRETE UTILITY TRENCH

FUELING STATION

TURF

36" SD

24" SD

12" SD

24"SD

10" SD

8" SD

10"SS

12"SS

MB

12" W

1. SEE SHEET G001 FOR LEGEND. SEE SHEET G001 FOR LEGEND. 2. SEE RD300/C701 FOR TRENCH BACKFILL AND SHEETS C706 AND C707 FOR TRENCHLESS CONSTRUCTION DETAILS. SEE RD300/C701 FOR TRENCH BACKFILL AND SHEETS C706 AND C707 FOR TRENCHLESS CONSTRUCTION DETAILS. C701 FOR TRENCH BACKFILL AND SHEETS C706 AND C707 FOR TRENCHLESS CONSTRUCTION DETAILS. FOR TRENCH BACKFILL AND SHEETS C706 AND C707 FOR TRENCHLESS CONSTRUCTION DETAILS. C706 AND C707 FOR TRENCHLESS CONSTRUCTION DETAILS. AND C707 FOR TRENCHLESS CONSTRUCTION DETAILS. C707 FOR TRENCHLESS CONSTRUCTION DETAILS. FOR TRENCHLESS CONSTRUCTION DETAILS. 3. SEE SHEETS C401-C419 FOR SEWER PROFILES AND UTILITY CROSSINGS. SEE SHEETS C401-C419 FOR SEWER PROFILES AND UTILITY CROSSINGS. C401-C419 FOR SEWER PROFILES AND UTILITY CROSSINGS. -C419 FOR SEWER PROFILES AND UTILITY CROSSINGS. C419 FOR SEWER PROFILES AND UTILITY CROSSINGS. FOR SEWER PROFILES AND UTILITY CROSSINGS. 4. 300 FEET MAXIMUM OF OPEN TRENCH CONSTRUCTION SHALL BE ALLOWED AT ONE TIME. 300 FEET MAXIMUM OF OPEN TRENCH CONSTRUCTION SHALL BE ALLOWED AT ONE TIME. 6. IMPROVEMENTS SHALL COMPLY WITH VA STANDARDS. IN THE EVENT OF DISCREPANCY BETWEEN STANDARDS, VA STANDARDS SHALL CONTROL. IMPROVEMENTS SHALL COMPLY WITH VA STANDARDS. IN THE EVENT OF DISCREPANCY BETWEEN STANDARDS, VA STANDARDS SHALL CONTROL. 7. WORK LIMITS SHALL COMPLY WITH THE CONSTRUCTION PHASING PLAN AND BE COORDINATED WITH VA PRIOR TO BEGINNING WORK. WORK LIMITS SHALL COMPLY WITH THE CONSTRUCTION PHASING PLAN AND BE COORDINATED WITH VA PRIOR TO BEGINNING WORK. 8. PROPOSED RETROFIT STORM SEWER SYSTEM SHALL BE CONSTRUCTED, TESTED, COMPLETE IN PLACE. EXISTING STORM SEWER SYSTEM SHALL BE REMOVED DURING CONSTRUCTION OF PROPOSED PROPOSED RETROFIT STORM SEWER SYSTEM SHALL BE CONSTRUCTED, TESTED, COMPLETE IN PLACE. EXISTING STORM SEWER SYSTEM SHALL BE REMOVED DURING CONSTRUCTION OF PROPOSED IMPROVEMENTS. PORTIONS OF EXISTING STORM SEWER SYSTEM LOCATED BENEATH BUILDINGS OR OTHER IMPROVEMENTS DESIGNATED TO BE PRESERVED SHALL REMAIN IN PLACE. 9. SURFACE IMPROVEMENTS AND LANDSCAPING REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACE IMPROVEMENTS AND LANDSCAPING REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 10. EXISTING STORM DRAIN FACILITIES TO REMAIN IN SERVICE SHALL BE CONNECTED TO PROPOSED FACILITIES. IF EXISTING FACILITIES NOT SHOWN ON THESE PLANS ARE DISCOVERED THEY SHALL BE EXISTING STORM DRAIN FACILITIES TO REMAIN IN SERVICE SHALL BE CONNECTED TO PROPOSED FACILITIES. IF EXISTING FACILITIES NOT SHOWN ON THESE PLANS ARE DISCOVERED THEY SHALL BE INVESTIGATED AND REPORTED TO THE ENGINEER. 11. EXISTING CURB INLETS ARE BEING REPLACED BY ODOT TYPE 3 CATCH BASINS. WHERE NEW CATCH BASINS IN PAVED STREET ARE PROPOSED, REPAIR ALL DISTURBED ADJACENT IMPROVEMENTS AS EXISTING CURB INLETS ARE BEING REPLACED BY ODOT TYPE 3 CATCH BASINS. WHERE NEW CATCH BASINS IN PAVED STREET ARE PROPOSED, REPAIR ALL DISTURBED ADJACENT IMPROVEMENTS AS NEEDED. 12. PIPES TO BE REPLACED USING THE PIPE BURSTING METHOD SHALL BE CLEANED AND INSPECTED BY CAMERA PRIOR TO CONSTRUCTION TO VERIFY LOCATIONS OF SERVICE CONNECTIONS. NOTE PIPES TO BE REPLACED USING THE PIPE BURSTING METHOD SHALL BE CLEANED AND INSPECTED BY CAMERA PRIOR TO CONSTRUCTION TO VERIFY LOCATIONS OF SERVICE CONNECTIONS. NOTE LOCATIONS OF SERVICE CONNECTIONS AND PROVIDE TO THE ENGINEER FOR ACCEPTANCE PRIOR TO WORK.

INSTALL: (1) STORM SEWER MANHOLE PER ODOT DETAIL RD335/C702C702

INSTALL: (1) STORM DRAIN CATCH BASIN TYPE 3 PER ODOT DETAIL RD378/C704 (18" MIN. SUMP)C704 (18" MIN. SUMP) (18" MIN. SUMP)

INSTALL: (1) STORM DRAIN LANDSCAPE AREA DRAIN PER ODOT DETAIL RD374/C702 (18" MIN. SUMP)C702 (18" MIN. SUMP) (18" MIN. SUMP)

INSTALL: STORM SEWER PIPE, SEE PROFILE SHEETS C401-C419, HORIZONTAL ZERO OFFSET FROM -C419, HORIZONTAL ZERO OFFSET FROM C419, HORIZONTAL ZERO OFFSET FROM , HORIZONTAL ZERO OFFSET FROM EXISTING STORM SEWER.

INSTALL: STORM SEWER PIPE, SEE PROFILE SHEETS C401-C419, REALIGNED FROM EXISTING STORM -C419, REALIGNED FROM EXISTING STORM C419, REALIGNED FROM EXISTING STORM , REALIGNED FROM EXISTING STORM SEWER

INSTALL: (1) CARRY THROUGH MANHOLE PER ODOT DETAIL RD354/C704C704

INSTALL: (1) 72" DIA. MANHOLE WITH MANHOLE GRATE AND FRAME PER ODOT DETAIL RD346/C702C702

INSTALL: (1) 48" DIA. MANHOLE WITH INLET TOP PER ODOT DETAIL RD348/C702C702

CONNECT TO STORMWATER SYSTEM CONSTRUCTED IN PREVIOUS PHASE

ZERO OFFSET TRENCHLESS CONSTRUCTION (PIPE BURSTING METHOD), SEE DETAIL 2/C706 AND C706 AND AND SPECIFICATIONS

TRENCHLESS CONSTRUCTION (BORE AND JACK METHOD), OFFSET NOTED ON PLANS, SEE DETAIL 1/C706 AND SPECIFICATIONS C706 AND SPECIFICATIONS AND SPECIFICATIONS

CONTRACTOR TO VERIFY SIZE, LOCATION AND ELEVATION OF EXISTING STORM DRAIN PIPE AND MAKE CONNECTION TO NEW SYSTEM. NOTIFY ENGINEER OF DISCREPANCIES THAT PREVENT DRAINAGE AWAY FROM EXISTING FACILITIES

CORRIDOR CROSSING (THROUGH TUNNEL), SEE DETAIL 4/C707 AND SPECIFICATIONSC707 AND SPECIFICATIONS AND SPECIFICATIONS

CORRIDOR CROSSING (UNDER STRUCTURE), SEE DETAIL 3/C707 AND SPECIFICATIONSC707 AND SPECIFICATIONS AND SPECIFICATIONS

MATCHLINE - SEE SHEET C205 FOR CONTINUATION

MATCHLINE - SEE SHEET C204 FOR CONTINUATION

KELLY ROAD

250+00 251+00

252+00 253+00

254+00 255+00

256+00

10+00 11+00

12+00 13+00

14+00

31+08.05 (30.76' R)

31+07.77 (464.92' L)

221+40.17 (13.00' R)

220+77.31 (13.00' R)

13+55.23 (3.00' R)

13+31.98 (3.00' R)

255+63.89 (23.72' R) KELLY (N)

31+04.49 (21.00'L) ANDRIES WAY

9+77.51 (3.00' R) KELLY RD

190+46.99 (15.85'L) 96TH AVE.

191+54.17 (15.72' L)

191+68.70 (1.16' L)

191+83.22 (1.17' L)

191+98.09 (15.66' L)

193+30.15 (15.50' L)

193+44.34 (1.27' L)

194+57.46 (0.64' L)

250+40 (0.00' ) KELLY (N)

222+27.38 (0.00') MESS HALL (S)

N: 291191.5911

E: 4290674.6607

13+72.64 (0.00' ) KELLY RD

220+50.00 (0.00') MESS HALL (S)

N: 291062.9735

E: 4290796.8135

255+84.89 (0.00' ) KELLY (N)

31+28.21 (0.00') ANDRIES WAY

N: 291567.7477

E: 4291068.8885

9+93.36 (0.00' ) KELLY RD

190+50.00 (0.00') 96TH AVE.

N: 290801.5645

E: 4290522.0103

SATP/DAV

REC. THERAPY

VOC/REHAB/CASE MNGT./

CAO/VJO

AIL RO

FACILITIES MNGT.

WELL BLDG

FMS

PHASE 6

13 14

N: 291474.9889

E: 4291157.3952

N: 291026.7187

E: 4290831.2459

N: 291081.8341

E: 4290816.6405

N: 290765.3081

E: 4290556.4410

WATER TO BE

13+92.07 (16.68' R)

31+16.11 (30.82' R)

190+38.07 (6.65' L)

POTABLE WATER CONSTRUCTION NOTES

POTABLE WATER KEY NOTES

C101 C102

C103 C104

C105 C106

C102

POTABLE WATER PLAN

2017-12-19T21:56:41-0800

George Drake, PE

RICKER ROAD

WHITE ROAD

100+00 101+00

102+00 103+00

104+00 105+00

106+00 107+00

108+00 109+00

130+00 131+00

132+00 133+00

134+00 135+00

136+00 137+00

138+00 139+00

87+10.93 (16.99' L)

166+25.93 (115.35' L)

166+55.69 (144.98' L)

169+04.14 (144.46' L)

169+03.92 (38.81' L)

169+42.27 (38.64' L)

135+10.74 (0.00' ) MESS HALL (W)

169+46.51 (0.00') VETERANS MEMORIAL

N: 291117.6752

E: 4289553.5710

130+50 (0.00' ) MESS HALL (W)

89+45.81 (0.00') J AVE.

N: 290799.6129

E: 4289220.2284

100+50.18 (0.00' ) MESS HALL (E)

85+82.92 (0.18'R) J AVE.

N: 290537.1330

E: 4289470.8219

105+10.26 (0.00' ) MESS HALL (E)

165+83.62 (0.00') VETERANS MEMORIAL

N: 290854.7415

E: 4289803.6890

165+61.41 (115.48' L)

165+11.14 (65.96' L)

LIBRARY/ITOS

OT/PT ADVOCATE/

RES.BEDS

PU

BLIC AFFAIRS/Q

VO

LU

TEERS/PO

LICE

C&P TELEHEALTH

ADM

/HR/CPAC

87+34.35 (25.53' L)

86+78.04 (25.49' L)

166+64.20 (38.80' L)

166+65.40 (144.96' L)

N: 290765.0934

E: 4289184.0505

N: 290502.5408

E: 4289434.5678

166+75.33 (187.17' L)

168+54.35 (187.73' L)

169+15.48 (78.39' L)

169+62.25 (41.07' L)

166+61.31 (38.82' L)

168+99.20 (173.22' L)

86+97.85 (5.55' L)

87+14.62 (5.54' L)

166+25.22 (41.60' L)

166+20.04 (41.64' L)

C103

2017-12-19T21:58:08-0800

George Drake, PE

110+00 111+00

112+00 113+00

114+00 115+00

116+00 117+00

118+00 119+00

140+00 141+00

142+00 143+00

144+00 145+00

146+00 147+00

148+00 149+00

38+15.54 (26.00' R)

5 32

34+63.80 (132.98' L)

140+53.90 (6.62' R)

143+93.74 (7.85' R)

144+12.72 (11.00' L)

113+69.78 (40.73' R)

114+02.98 (40.85' R)

114+23.32 (20.66' R)

118+96.74 (30.00' R) MESS HALL (E)

34+55.76 (21.09'L) ANDRIES WAY

149+43.76 (11.00' L) MESS HALL (W)

38+59.65 (26.00'R) ANDRIES WAY

111+54.23 (42.19' R)

111+41.01 (55.32' R)

140+02.34 (11.54' L) MESS HALL (W)

199+58.81 (7.00'R) 96TH AVE.

199+40.40 (3.01' L)

197+13.51 (19.40' L)

197+29.80 (3.07' L)

8 10

109+77 (55.02' R) MESS HALL (E)

195+29.29 (17.38'L) 96TH AVE.

29 29

37+68.54 (21.00' L)

11 32

34+55.76 (124.94' L)

139+95.31 (0.00' ) MESS HALL (W)

199+47.25 (0.00') 96TH AVE.

N: 291452.1853

E: 4289904.1517

109+94.52 (0.00' ) MESS HALL (E)

195+84.35 (0.00') 96TH AVE.

N: 291189.0392

E: 4290154.0470

143+74.54 (0.00' ) MESS HALL (W)

229+47.83 (0.00') MESS HALL (S)

N: 291713.9828

E: 4290178.5265

113+73.93 (0.00' ) MESS HALL (E)

225+84.93 (0.16'R) MESS HALL (S)

N: 291450.9596

E: 4290428.5506

149+17.76 (0.00' ) MESS HALL (W)

38+48.65 (0.00') ANDRIES WAY

N: 292088.9850

E: 4290571.5446

119+17.83 (0.00' ) MESS HALL (E)

34+85.76 (0.00') ANDRIES WAY

N: 291826.4324

E: 4290822.0619

194+73.48 (16.63' L)

NUTRITION AND FOOD

SERVICES

GAME ROOM/CANTEEN

THEATER

ILER PLAN

PAIN

T SHO

HVAC SHO

140+02.31 (3.13' L)

140+10.57 (11.51' L)

141+93.86 (7.13' R)

141+03.52 (6.80' R)

197+80.86 (3.06' L)

38 WAT #1, 90 LF TRENCHLESS

38 WAT #2, 29 LF TRENCHLESS (BORE AND JACK)

38+03.63 (19.48' R)

197+54.26 (8.28' L)

197+77.90 (8.47' L)

198+57.78 (8.06' L)

198+25.21 (8.35' L)

197+09.64 (7.76' L)

196+51.30 (7.15' L)

(BORE AND JACK)

197+51.67 (3.07' L)

C104

2017-12-19T21:59:26-0800

George Drake, PE

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00

50+48.40 (24.49' L)

94+79.43 (26.03' L)

172+51.55 (39.17' L)

36 29

174+46.54 (38.76' L)

32 21

174+54.86 (47.05' L)

54+64.48 (24.36' L) N AVE.

175+03.26 (46.95'L) VETERANS MEMORIAL

50+50 (0.00' ) N AVE.

94+79.26 (0.00') J AVE.

N: 291185.6315

E: 4288852.0505

55+11.45 (0.00' ) N AVE.

174+78.87 (0.00') VETERANS MEMORIAL

N: 291503.3890

E: 4289186.6573

SPS

DIABETES

PROSTHETICS/OPTOMETRY

DENTAL/PCS/RDS/PSYCH/

AUDIO/ENT/DERM/ORTHO

CT

CHAPEL

PRIM

ARY CARE

N: 291151.2007

E: 4288815.7940

N: 291221.8131

E: 4288817.5411

N: 291539.6162

E: 4289152.1958

BUILDING 248CT TO BE REMOVED

FIELD VERIFY EX. LATERAL,

LOCATION AND SIZE

C105

2017-12-19T22:00:43-0800

George Drake, PE

60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00

43+70.33 (26.00' R)

201+17.75 (7.05' R)

59+81.75 (24.19' L) N AVE.

205+02.65 (14.71'L) 96TH AVE.

201+39.12 (13.84' L)

59+96.46 (0.00' ) N AVE.

204+78.46 (0.00') 96TH AVE.

N: 291837.3777

E: 4289538.3559

63+75.67 (0.00' ) N AVE.

234+78.13 (0.00') MESS HALL (S)

N: 292098.5062

E: 4289813.3309

69+17.66 (0.00' ) N AVE.

43+77.68 (0.00') ANDRIES WAY

N: 292471.7298

E: 4290206.3448

LIN

G/

BIKE SHO

CIP/PRRC

AREA I

AREA K

AREA J

TAL HEALTH

43+88.54 (7.89' R)

44+02.99 (528.43' L)

43+89.95 (515.49' L)

CONSTRUCT WATER

MAIN WITH PHASE 1

N: 291873.6341

E: 4289503.9252

N: 292134.7610

E: 4289778.8984

N: 292507.9047

E: 4290171.8282

C106

2017-12-19T22:01:56-0800

George Drake, PE

VACAN

SO

CIAL W

RK/HBPC

LOGISTICS

0+00 1+00

2+00 3+00

4+00 5+00 6+00 7+00 8+00

9+00

19'

0+50 (0.00' ) KELLY RD

80+50.00 (0.00') J AVE.

N: 290151.3753

E: 4289838.5064

5+09.55 (0.00' ) KELLY RD

160+50.00 (0.00') VETERANS MEMORIAL

N: 290468.1128

E: 4290171.4730

ENTRANCE

SIGN

N: 290116.9138

E: 4289802.2792

N: 290115.1937

E: 4289873.0158

N: 290431.8856

E: 4290205.9345

BUILDING 250 TO BE REMOVED

6.0'

6.4'

5BEGIN (N)

5. TYPICAL STORM SEWER RETROFIT SHALL BE CONSTRUCTED AT ZERO-FOOT HORIZONTAL OFFSET FROM EX. PIPE, EXCEPT WHERE VARYING HORIZONTAL OFFSET IS SHOWN IN CASES WHERE PIPE IS REALIGNED.

OFFSET DIMENSIONS CONTROL. PLANS ARE DRAWN TO ALLOW EX. SYSTEM TO BE VISIBLE FOR REFERENCE. VERTICAL INVERT ELEVATION AND SLOPE FOR MAJOR RETROFIT PIPE WORK IS SHOWN ON SEWER

PROFILES AND MAY VARY FROM EXISTING CONDITIONS. CONSTRUCTION OF MINOR LATERALS AND BASINS IS SHOWN ON PLANS.

C201

2017-12-19T22:03:19-0800

George Drake, PE

SATP/DAV

REC. THERAPY

VOC/REHAB/CASE MNGT./

CAO/VJO

AIL RO

FACILITIES MNGT.

WELL BLDG

FMS

250+00 251+00

252+00 253+00

254+00 255+00

256+00 256+35.55

11+00

12+00 13+00 14+00

18'

5' OFFSET

250+40 (0.00' ) KELLY (N)

222+27.38 (0.00') MESS HALL (S)

N: 291191.5911

E: 4290674.6607

13+72.64 (0.00' ) KELLY RD

220+50.00 (0.00') MESS HALL (S)

N: 291062.9735

E: 4290796.8135

255+84.89 (0.00' ) KELLY (N)

31+28.21 (0.00') ANDRIES WAY

N: 291567.7477

E: 4291068.8885

13SD #1, 20 LF THROUGH TUNNEL

5BEGIN (S)

N: 291602.7155

E: 4291105.5363

N: 291474.9889

E: 4291157.3952

N: 291026.7187

E: 4290831.2459

N: 291081.8341

E: 4290816.6405

6.8'

5.8'

5 BEGIN (SW)

15'

5. TYPICAL STORM SEWER RETROFIT SHALL BE CONSTRUCTED AT ZERO-FOOT HORIZONTAL OFFSET FROM EX. PIPE, EXCEPT WHERE VARYING HORIZONTAL OFFSET IS SHOWN IN CASES WHERE PIPE IS REALIGNED.

OFFSET DIMENSIONS CONTROL. PLANS ARE DRAWN TO ALLOW EX. SYSTEM TO BE VISIBLE FOR REFERENCE. VERTICAL INVERT ELEVATION AND SLOPE FOR MAJOR RETROFIT PIPE WORK IS SHOWN ON SEWER

PROFILES AND MAY VARY FROM EXISTING CONDITIONS. CONSTRUCTION OF MINOR LATERALS AND BASINS IS SHOWN ON PLANS.

C202

2017-12-19T22:04:38-0800

George Drake, PE

LIBRARY/ITOS

OT/PT ADVOCATE/

ADM

/HR/CPAC

RICKER ROAD

WHITE ROAD

100+00 101+00

102+00 103+00

104+00 105+00

106+00 107+00

108+00 109+00

130+00 131+00

132+00 133+00

134+00 135+00

136+00 137+00

138+00 139+00

5 BEGIN (W)

135+10.74 (0.00' ) MESS HALL (W)

169+46.51 (0.00') VETERANS MEMORIAL

N: 291117.6752

E: 4289553.5710

130+50 (0.00' ) MESS HALL (W)

89+45.81 (0.00') J AVE.

N: 290799.6129

E: 4289220.2284

100+50.18 (0.00' ) MESS HALL (E)

85+82.92 (0.18'R) J AVE.

N: 290537.1330

E: 4289470.8219

105+10.26 (0.00' ) MESS HALL (E)

165+83.62 (0.00') VETERANS MEMORIAL

N: 290854.7415

E: 4289803.6890

5 BEGIN (NW)

5 BEGIN (SE)

5 BEGIN (N)

108+21.15 (146.68' L)

108+01.11 (146.75' L)

15 SD #2, 20 LF TRENCHLESS

11' OFFSET

N: 290765.0934

E: 4289184.0505

N: 290502.5408

E: 4289434.5678

8.0'

(BORE AND JACK)

5. TYPICAL STORM SEWER RETROFIT SHALL BE CONSTRUCTED AT ZERO-FOOT HORIZONTAL OFFSET FROM EX. PIPE, EXCEPT WHERE VARYING HORIZONTAL OFFSET IS SHOWN IN CASES WHERE PIPE IS REALIGNED.

OFFSET DIMENSIONS CONTROL. PLANS ARE DRAWN TO ALLOW EX. SYSTEM TO BE VISIBLE FOR REFERENCE. VERTICAL INVERT ELEVATION AND SLOPE FOR MAJOR RETROFIT PIPE WORK IS SHOWN ON SEWER

PROFILES AND MAY VARY FROM EXISTING CONDITIONS. CONSTRUCTION OF MINOR LATERALS AND BASINS IS SHOWN ON PLANS.

C203

2017-12-19T22:06:11-0800

George Drake, PE