Part_3_of_4_-_W912DW18R0017_YTC_Fire_Station_Plans-RTA_1_OF_2.pdf

DATE AND TIME PLOTTED: 6/1/2018 DESIGN FILE: I:\AECDesigns\FY18_PN55199_YTFS\02 Design\BIM_CAD\General\FY18_PN55199_YTFS-G-001CVR.dgn

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FY18 PN55199 YTFS DRAWING INDEX

SHEET ID SHEET TITLE

E-142 MECHANICAL POWER PLAN - ZONE B1

E-143 MECHANICAL POWER PLAN - ZONE B2

E-144 MECHANICAL POWER PLAN - ZONE C1

E-145 MECHANICAL POWER PLAN - ZONE C2

E-146 ROOF POWER PLAN - ROOF ZONE A

E-147 ROOF POWER PLAN - ROOF ZONE B & C

E-161 LIGHTNING PROTECTION PLAN 1

E-162 LIGHTNING PROTECTION PLAN 2

E-401 ENLARGED FLOOR PLANS

E-402 FOUR-FOLD DOOR CONTROLS FLOOR PLAN

E-501 LIGHT FIXTURE SCHEDULE AND DETAILS

E-502 LIGHTING FIXTURE DETAILS 2

E-503 CONTROL DETAILS

E-504 ELECTRICAL SYSTEM GROUNDING DETAILS

E-505 EXTERIOR DETAILS

E-506 GENERATOR DETAILS

E-507 LIGHT POLE DETAILS

E-508 POWER RISER DETAILS

E-509 VAULT AND TRANSFORMER DETAILS

E-511 LIGHTNING PROTECTION DETAILS

E-601 POWER RISER DIAGRAM

E-602 PANEL SCHEDULES 1

E-603 PANEL SCHEDULES 2

E-604 PANEL SCHEDULES 3

E-605 PANEL SCHEDULES 4

E-606 PANEL SCHEDULES 5

E-607 PANEL SCHEDULES 6

E-608 PANEL SCHEDULES 7

E-610 FOUR-FOLD DOOR CONTROLS

E-611 FOUR-FOLD DOOR CONTROLS 2

16 TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND AND ABBREVIATIONS

TD100 OVERALL DEMOLITION PLAN

TD501 EXISTING BUTTERFLY DIAGRAM

TD502 BUTTERFLY DIAGRAM

TS100 OVERALL SITE PLAN

TS101 SITE PLAN 1

TS102 SITE PLAN 2

TS103 SITE PLAN 3

T-101 TELECOMMUNICATIONS KEYPLAN

T-102 TELECOMMUNICATIONS FLOOR PLAN - ZONE A

T-103 TELECOMMUNICATIONS FLOOR PLAN - ZONE B1

T-104 TELECOMMUNICATIONS FLOOR PLAN - ZONE B2

T-105 TELECOMMUNICATIONS FLOOR PLAN - AREA C1

T-106 TELECOMMUNICATIONS FLOOR PLAN - ZONE C2

T-121 TELECOMMUNICATIONS - CABLE TRAY FLOOR PLAN - ZONE A

T-122 TELECOMMUNICATIONS - CABLE TRAY FLOOR PLAN- ZONE B1

T-123 TELECOMMUNICATIONS - CABLE TRAY FLOOR PLAN- ZONE B2

T-124 TELECOMMUNICATIONS - CABLE TRAY FLOOR PLAN - ZONE C1

T-125 TELECOMMUNICATIONS - CABLE TRAY FLOOR PLAN - ZONE C2

T-401 TELECOMMUNICATIONS - ENLARGED TELCOMMUNICATIONS ROOM

T-402 TELECOMMUNICATIONS - ENLARGED CATV ROOM

T-501 TELECOMMUNICATIONS - DETAILS 1

T-502 TELECOMMUNICATIONS - DETAILS 2

T-503 TELECOMMUNICATIONS - DETAILS 3

T-504 TELECOMMUNICATIONS - DETAILS 4

T-601 TELECOMMUNICATIONS DIAGRAM-1

T-602 TELECOMMUNICATIONS DIAGRAM-2

FY18 PN55199 YTFS DRAWING INDEX

SHEET ID SHEET TITLE

IN803 FIRST FLOOR SIGNAGE PLAN - ZONE C

IN810 SIGNAGE DETAILS

IN811 SIGNAGE DETAILS

11 FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND AND ABBREVIATIONS

FA001 FIRE ALARM LEGEND AND ABBREVIATIONS

FA101 FIRE ALARM PLAN - ZONE A

FA102 FIRE ALARM PLAN - ZONE B

FA103 FIRE ALARM PLAN - ZONE C

FA501 FIRE ALARM DETAILS I

FA502 FIRE ALARM DETAILS II

FA503 FIRE ALARM DETAILS III

FA601 FIRE ALARM MATRIX

FX101 FIRE PROTECTION PLAN - ZONE A

FX102 FIRE PROTECTION PLAN - ZONE B

FX103 FIRE PROTECTION PLAN - ZONE C

FX301 FIRE PROTECTION SECTIONS

FX501 FIRE PROTECTION DETAILS

12 PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

P-101 OVERALL SANITARY PLUMBING FLOOR PLAN

P-102 SANITARY PLUMBING PLAN - ZONE A

P-103 SANITARY PLUMBING PLAN - ZONE B

P-104 SANITARY PLUMBING PLAN - ZONE C

P-111 OVERALL DOMESTIC PLUMBING PLAN

P-112 DOMESTIC PLUMBING PLAN - ZONE A

P-113 DOMESTIC PLUMBING PLAN - ZONE B

P-114 DOMESTIC PLUMBING PLAN -ZONE C

P-122 NATURAL GAS & COMPRESSED AIR PLAN - ZONE A

P-401 PLUMBING ENLARGED PLANS

P-402 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING DWV ISOMETRIC DIAGRAM

P-902 PLUMBING DOM WATER ISOMETRIC DIAGRAM

14 MECHANICAL

M-001 HVAC LEGEND & ABBREVIATIONS

M-101 OVERALL HVAC FLOOR PLAN

M-102 HVAC FLOOR PLAN - ZONE A

M-103 HVAC FLOOR PLAN - ZONE B

M-104 HVAC FLOOR PLAN - ZONE C

M-113 HVAC PIPING FLOOR PLAN - ZONE B

M-114 HVAC PIPING FLOOR PLAN - ZONE C

M-123 HVAC ROOF PLAN - ZONE B

M-124 HVAC ROOF PLAN - ZONE C

M-501 HVAC DETAILS I

M-502 HVAC DETAILS II

M-503 HVAC DETAILS III

M-504 HVAC DETAILS IV

M-505 HVAC DETAILS V

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-610 HVAC CONTROLS LEGEND

M-611 HVAC CONTROLS I

M-612 HVAC CONTROLS II

M-613 HVAC CONTROLS III

M-614 VRF SCHEMATIC

15 ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ED101 DEMOLITION PLAN 1

ED102 DEMOLITION PLAN - BID OPTION

ES100 OVERALL SITE PLAN

ES101 SITE PLAN 1

ES102 SITE PLAN 2

E-101 OVERALL ELECTRICAL KEYPLAN

E-102 LIGHTING PLAN - ZONE A

E-103 LIGHTING PLAN - ZONE B1

E-104 LIGHTING PLAN - ZONE B2

E-105 LIGHTING PLAN - ZONE C1

E-106 LIGHTING PLAN - ZONE C2

E-121 POWER PLAN - ZONE A

E-122 POWER PLAN - ZONE B1

E-123 POWER PLAN - ZONE B2

E-124 POWER PLAN - ZONE C1

E-125 POWER PLAN - ZONE C2

E-141 MECHANICAL POWER PLAN - ZONE A

FY18 PN55199 YTFS DRAWING INDEX

SHEET ID SHEET TITLE

08 ARCHITECTURAL

A-001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

A-002 LIFE SAFETY SUMMARY

A-003 OVERALL LIFE SAFETY PLAN

A-004 ENLARGED LIFE SAFETY PLAN - ZONE A

A-005 ENLARGED LIFE SAFETY PLAN - ZONE B

A-006 ENLARGED LIFE SAFETY PLAN - ZONE C

A-007 AIR BARRIER FIRST FLOOR PLAN

A-008 AIR BARRIER BUILDING SECTIONS

A-009 AIR BARRIER OPENING DETAILS

A-101 OVERALL FIRST FLOOR PLAN

A-102 PARTIAL FIRST FLOOR PLAN - ZONE A

A-103 PARTIAL FIRST FLOOR PLAN - ZONE B

A-104 PARTIAL FIRST FLOOR PLAN - ZONE C

A-111 OVERALL REFLECTED CEILING PLAN

A-112 PARTIAL RCP - ZONE A

A-113 PARTIAL RCP - ZONE B

A-114 PARTIAL RCP - ZONE C

A-121 OVERALL ROOF PLAN

A-160 DUMPSTER ENCLOSURE - PLANS, ELEVATIONS AND SECTIONS

A-201 OVERALL BUILDING ELEVATIONS

A-202 ENLARGED BUILDING ELEVATIONS

A-203 ENLARGED BUILDING ELEVATIONS

A-204 APPARATUS BAY BUILDING ELEVATIONS 1

A-205 APPARATUS BAY BUILDING ELEVATIONS 2

A-301 BUILDING CROSS SECTION I

A-302 BUILDING CROSS SECTION II

A-310 WALL SECTIONS I

A-311 WALL SECTIONS II

A-312 WALL SECTIONS III

A-313 WALL SECTIONS IV

A-401 ENLARGED PLANS I

A-402 ENLARGED PLANS II

A-403 ENLARGED PLANS III

A-404 ENLARGED PLANS IV

A-405 ENLARGED PLANS V

A-501 EXTERIOR DETAILS I

A-502 EXTERIOR DETAILS II

A-503 EXTERIOR DETAILS III

A-504 EXTERIOR DETAILS IV

A-505 ROOF DETAILS I

A-506 ROOF DETAILS II

A-507 CURTAINWALL DETAILS

A-508 INTERIOR DETAILS I

A-509 INTERIOR DETAILS II

A-510 EXTERIOR DOOR DETAILS

A-511 INTERIOR DOOR DETAILS

A-512 WINDOW DETAILS

A-513 LOUVER DETAILS

A-515 CEILING DETAILS I

A-601 EXTERIOR WALL AND ROOF TYPES

A-602 INTERIOR WALL TYPES

A-603 DOOR SCHEDULE

A-604 WINDOW, LOUVER, AND EXTERIOR FINISH SCHEDULE

A-901 EXTERIOR PERSPECTIVE VIEWS

A-902 EXTERIOR PERSPECTIVE VIEWS

A-960 DUMPSTER ENCLOSURE - ISOMETRIC VIEWS

09 INTERIORS

IF101 OVERALL FIRST FLOOR FURNITURE AND EQUIPMENT PLAN

IF102 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN - ZONE A

IF103 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN - ZONE B

IF104 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN - ZONE C

IN101 FIRST FLOOR ELEMENTS FLOOR PLAN - ZONE A

IN102 FIRST FLOOR ELEMENTS FLOOR PLAN - ZONE B

IN103 FIRST FLOOR ELEMENTS FLOOR PLAN - ZONE C

IN201 INTERIOR ELEVATIONS

IN202 INTERIOR ELEVATIONS

IN203 INTERIOR ELEVATIONS

IN204 INTERIOR ELEVATIONS

IN401 ENLARGED RESTROOM PLANS

IN402 ENLARGED RESTROOM PLANS

IN501 RESTROOM DETAILS

IN502 CASEWORK DETAILS

IN503 BATHROOM DETAILS

IN504 INTERIOR DETAILS

IN601 FINISH SCHEDULE AND LEGEND

IN701 FIRST FLOOR FINISH PLAN - ZONE A

IN702 FIRST FLOOR FINISH PLAN - ZONE B

IN703 FIRST FLOOR FINISH PLAN - ZONE C

IN801 FIRST FLOOR SIGNAGE PLAN - ZONE A

IN802 FIRST FLOOR SIGNAGE PLAN - ZONE B

FY18 PN55199 YTFS DRAWING INDEX

SHEET ID SHEET TITLE

01 GENERAL

G-001 TITLE, LOCATION AND VICINITY MAPS

G-002 DRAWING INDEX

04 GEOTECHNICAL

B-101 LOCATIONS OF EXPLORATION

B-102 EXCAVATION PLAN

B-301 EXPLORATION LOGS

B-302 TEST PITS

05 CIVIL

C-001 LEGEND, ABBREVIATIONS & GENERAL NOTES

C-002 ACCESS AND HAUL ROUTE

CX101 EXISTING SITE PLAN

CD101 DEMOLITION PLAN 1

CD102 DEMOLITION PLAN 2

CD103 BUILDING 346 DEMOLITION PLAN 1 - BID OPTION

CD104 BUILDING 346 DEMOLITION PLAN 2 - BID OPTION

CS101 GENERAL SITE PLAN

CS102 SITE PLAN 1

CS103 SITE PLAN 2

CP101 JOINT LAYOUT OVERALL PLAN

CP102 JOINT LAYOUT PLAN 1 - NORTH DRIVEWAY

CP103 JOINT LAYOUT PLAN 2 - SOUTH DRIVEWAY

CP104 JOINT LAYOUT PLAN 3 - SOUTH DRIVEWAY 2

CP105 JOINT ELEVATION PLAN 1 - NORTH DRIVEWAY

CP106 JOINT ELEVATION PLAN 2 - SOUTH DRIVEWAY

CP107 JOINT ELEVATION PLAN 3 - SOUTH DRIVEWAY 2

CG101 GRADING PLAN 1

CG102 GRADING PLAN 2

CU101 UTILITY PLAN 1

CU102 UTILITY PLAN 2

CU103 STORM WATER PLAN 1

CU104 STORM WATER PLAN 2

C-301 SITE SECTION VIEWS

C-302 SANITARY SEWER PROFILE - LINE SS-1

C-303 SANITARY SEWER PROFILE - LINE SS-2

C-304 STORMWATER PROFILE - LINE STRM-1 - STA 0+00 TO 2+20

C-305 STORMWATER PROFILE - LINE STRM-1 - STA 2+20 TO 4+40

C-306 STORMWATER PROFILE - LINE STRM-1 - STA 4+40 TO 6+94

C-307 STORMWATER PROFILE - LINE STRM-2 - STA 0+00 TO 1+40

C-308 STORMWATER PROFILE - LINE STRM-2 - STA 1+40 TO 2+65

C-501 DETAILS 1 - SECTIONS

C-502 DETAILS 2 - SIDEWALK SECTIONS AND JOINT DETAILS

C-503 DETAILS 3 - PAVEMENT JOINT DETAILS

C-504 DETAILS 4 - PAVEMENT AND SLAB REINFORCEMENT DETAILS

C-505 DETAILS 5 - SINAGE DETAILS

C-506 DETAILS 6 - UTILITY 1

C-507 DETAILS 7 - UTILITY 2

C-508 DETAILS 8 - UTILITY 3

C-509 DETAILS 9 - UTILITY 4

C-510 DETAILS 10 - UTILITY 5

C-511 DETAILS 11 - MISCELLANEOUS DETAILS 1

C-512 DETAILS 12 - MISCELLANEOUS DETAILS 2

06 LANDSCAPE

L-001 LANDSCAPE LEGEND, ABBREVIATIONS AND GENERAL NOTES

LS101 LANDSCAPE PLAN 1

LS102 LANDSCAPE PLAN 2

L-501 LANDSCAPE DETAILS 1

07 STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES II

S-101 PARTIAL FOUNDATION PLAN - ZONE A

S-102 PARTIAL FOUNDATION PLAN - ZONE B

S-103 PARTIAL FOUNDATION PLAN - ZONE C

S-111 PARTIAL ROOF FRAMING PLAN - ZONE A

S-112 PARTIAL ROOF FRAMING PLAN - ZONE B

S-113 PARTIAL ROOF FRAMING PLAN - ZONE C

S-121 DUMPSTER ENCLOSURE - FOUNDATION PLAN

S-201 EXT ELEVATIONS - CONTROL JTS

S-301 FOUNDATION SECTIONS

S-302 ADMIN/DORM - ROOF FRAMING SECTIONS

S-303 APPARATUS BAY WALL SECTIONS 1

S-304 APPARATUS BAY WALL SECTIONS 2

S-305 ENTRANCE AND MISC FRAMING SECTIONS

S-401 ENLARGED FOUNDATION PLANS

S-501 TYPICAL FOUNDATION DETAILS

S-502 TYPICAL CMU DETAILS

S-503 TYPICAL STEEL DETAILS

S-701 WIND LOAD DIAGRAM

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17-YTC-TP-13

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17-YTC-TP-17

17-YTC-TP-18

17-YTC-TP-19

17-YTC-TP-20

1" = 40' 0 40' 80'

DUMPSTER

ENCLOSED

M

O 'B

R

IE

N

K S

W A

N S

O N

"D S

T R

E E

T

"E S

T R

E E

T

FIRING CENTER ROAD

FIRESTATION

HEADQUARTERS

B-101

CONSTRUCTION LIMIT

CONSTRUCTION LIMIT

C O

N S

T R

U C

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IO

N L

IM

IT

C O

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N L

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N

OITCURTSNOC

L O

C A

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N S O

F E

X P

L O

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IO

N

NORTH DRIVEWAY

SOUTH DRIVEWAY

VISITOR PARKING

PARKING

FIRE PERSONNEL

ACCESS DRIVEWAY

SOUTH DRIVEWAY 2

BOREHOLE

TEST PIT

LOCATIONS OF GEOTECHNICAL EXPLORATION

INFILTRATION TEST

TEST PIT WITH

K

K

F

C R

O S

S L E

Y

REQUEST FOR INFORMATION ONLY.

NOV. 30, 2017 IS AVAILABLE UPON

4. GEOTECHNICAL DATA REPORT DATED

ADDITIONAL NOTES, SEE SHEET B-301.

3. FOR LEGEND, ABBREVIATIONS, AND

B-301. FOR TEST PITS, SEE SHEET B-302.

2. FOR EXPLORATION LOGS, SEE SHEET

ARE APPROXIMATE.

1. LOCATIONS OF EXPLORATION SHOWN

GENERAL NOTES:

W

27"W DUCT

27"W DUCT

S-2576S-2582

S-3035

T

SS

S

8" (ABAND)

27"W DUCT

27"W DUCT

S-2576S-2582

S-3035

T

SS

S

8" (ABAND)

27"W DUCT

27"W DUCT

"W D

U

S-2576S-2582

S-3035

PUMP

HOUSE

T

SS

S

8" (ABAND)

1313.22

WELL

D-2883

8"

8"

8"

8"

8"

8"

"W D

U

"W

A P

S L

O C

A T

E D

(B A

S E L

O C

A T

E D

W-2844

W-2883

W-2757

W-2759W-2758

(APS #7)

C-2566

(APS #8)

C-2570

(APS #4)

C-2572

(APS #3)

C-1893

(APS PH8)

C-3068

(APS PH1)

C-3060

27"W DUCT

"W D

U

"W D

U

"W D

U

25"W DUCT

"W D

U

G-1709

G-1806

(APS #4)

P-3064

"P

O W

E R

"P

O W

E R

P-1053

P-1055

P-1176

P-1178

P-1423

P-1427

P-1429

P-1437

P-1562

P-1560 P-1558

P-1184

P-1081

P-1660

P-1658

P-1079

P-1083

P-1085 P-1087

P-1421 P-1439

P-1431 P-1433

P-1146

S-1147

S-2582

S-2501

S-2969

S-1152

GRAVEL PATH

D-5950

D-5949 D-5596

D-5595

D-5638

D-5637

D-6018

D-5639

D-5636

D-5634

D-2046

D-2047

D-6017

D-5635

D-5632

D-5633

D-2826

D-2825

D-5916

D-5914

D-5761

D-2827

D-2824

D-5743

D-5742

D-5744

D-5741

STEEL BOLLARD

CONC FILLED

(2) 8" DIA X 2.7'H

CONC BOLLARD

(4) 8" DIA X 2.8'H

BOLLARDS

YELLOW CONC.

(2) 8" DIA X 1'H

C O

N C

R E

T E S

L O

P E

C O

N C

R E

T E S

L O

P E

BUILDING #443

SHOWER BUILDING

BUILDING

#840

PUMP

HOUSE

POMONA WELL

"P-0829"

D-2111

D-2880

D-2879

D-1188

ON CONC. PAD

(2) CONC. RAMPS

STEEL BOLLARD

FILLED

(7) 6" DIA X 6'H CONC

STEEL BOLLARD

FILLED

(2) 6" DIA X 4'H CONC

BOLLARD

(4) 8" DIA X 3'H CONC

BOLLARD

(1) 6" DIA X 4'H CONC

CYLINDER BOLLARDS

X 3.5'H STEEL

(2) 6.75" DIA

CYLINDER BOLLARDS

X 3.5'H STEEL

(2) 6.75" DIA

PH 15B

P-3082

W-3083

W-1826

W-1824

W-2764

W-2763

W-1819

W-1817

W-1909

W-1911

W-1907

W-2056

W-2057

W-2045

"W

A P

S L

O C

A T

E D

"W

"W

6"W

"W

A P

S L

O C

A T

E D

"W

"W

B A

S E L

O C

A T

E D

4"

APS-3062

D-5915

D-5917

D-5760

BOLLARD

(1) 8" DIA X 3'H.

PH 15A

APS-3081

4" 10"

8"

12" 10"

APS-3080

SPA

T

S

SPA SPA SPA SPA

W

1313.22

WELL

D-2883

30"

30"

S S

CULVERT IE 12 CMP

1314.561

W-3071

SPA

SPA

PH 11A

APS-3070

W-3072

SPA

SPA

2"

S S

16"

T

8"

6"W (BASE LOCATED)

6"W

6"W

8"

(APS PH5)

C-3065

SPA

RESTROOM

8"

SPA

W-3066

SPA

SPA

SPA SPA

W-2574

2"

SPA SPA

W-3061

SPA

SPA

T

DD

D

DD

D

D

S O

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O

D W

N B

Y

C K

D B

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D E

S C

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2 3

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4 5

A

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M A

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B E

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S U

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D B

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D A

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M A

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D E

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C O

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R A

C T N

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D A

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IDENTIFICATION

SHEET

F Y P

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W

D W

R

T E

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U N

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RTA DESIGN SUBMITTAL

1" = 40' 0 40' 80'

DUMPSTER

ENCLOSED

J F

E

ID

E R

J .B

A R

R E

T T

"D S

T R

E E

T

"E S

T R

E E

T

FIRING CENTER ROAD

FIRESTATION

HEADQUARTERS

B-102

CONSTRUCTION LIMIT

CONSTRUCTION LIMIT

C O

N S

T R

U C

T

IO

N L

IM

IT

C O

N S

T R

U C

T

IO

N L

IM

IT

TI

MIL

N

OITCURTSNOC

WELL EXCLUSION LIMITS

NORTH DRIVEWAY

SOUTH DRIVEWAY

VISITOR PARKING

PARKING

FIRE PERSONNEL

ACCESS DRIVEWAY

N O

R T

H P

A R

K

IN

G

SOUTH DRIVEWAY 2

E X

C A

V A

T

IO

N P

L A

N

EXCAVATION PLAN

SEE NOTE 2

OVER-EXCAVATION

FOOTING

OVER-EXCAVATION

FOOTING

STRIPPING LIMITS

EXISTING FILL

F

C R

O S

S L E

Y

SEE NOTE 1

STRIPPING LIMIT

PARTICLES IS REQUIRED.

BACKFILL. SCREENING TO REMOVE OVER-SIZE

OF SATIFACTORY MATERIALS MAY BE USED AS

3. EXCAVATED SOILS MEETING THE REQUIREMENTS

WITH SPECIFICATION SECTION 31 00 00.

SATIFACTORY MATERIALS IN ACCORDANCE

FOOTINGS AND REPLACE WITH COMPACTED

2. OVER-EXCAVATE BENEATH FIRE STATION

SPECIFICATION SECTION 31 00 00.

COMPLETION IN ACCORDANCE WITH

STRIPPING DEPTH AND VERIFY STRIPPING

GEOTECHNICAL ENGINEER SHALL DIRECT

FOOTPRINT AND FROM PAVEMENT FOOTPRINTS.

1. STRIP EXISTING FILL FROM FIRE STATION

NOTES:

NOT TO SCALE

B-301

E X

P L

O R

A T

IO

N L

O G

S

EXPLORATION LOGS

K S

W A

N S

O N

M

O 'B

R

IE

N

TEST PIT

BORE HOLE

EXPLORATION YEAR-LOCATION-TYPE-NUMBER

TP

BH

17-YTC-BH-01

GM - SILTY GRAVEL

BASALT

WITH SILT

GP-GM - POORLY-GRADED GRAVEL

GP - POORLY-GRADED GRAVEL

MH - ELASTIC SILT

ML - SILT

SM - SILTY SAND

WITH SILT

SP-SM - POORLY-GRADED SAND

DIEDRICH D-50 TURBO TRACK RIG WITH AUTOHAMMER.

EXPLORATION HOLES WERE PERFORMED ON 10-12 OCTOBER 2017 USING

SUBSURFACE EXPLORATION WAS CONDUCTED BY HOLOCENE DRILLING, INC.2.

FOR LOCATIONS OF EXPLORATION, SEE SHEET B-101.1.

GENERAL NOTES:

WITH N-VALUE

STANDARD PENETRATION TEST

WATER LEVEL

ABBREVIATIONSLEGEND

F

C R

O S

S L E

Y

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

F

IL

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U M

B E

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S U

B M

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T E

D B

Y

D A

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M A

R K

D E

S C

R

IP

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N

C O

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R A

C T N

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D A

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IDENTIFICATION

SHEET

F Y P

N Y

T F S

Y A

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S E

A T

T L E D

IS

T R

IC

T

E

A S

T M

A R

G

IN

A L W

A Y S

O U

T H

S E

A T

T L E

W A

S H

IN

G T

O N

D E

S

IG

N E

D B

Y

S C

O T

T W L

O N

G

M O

D

IF

IE

D H

E A

D Q

U A

R T

E R

S F

IR

E S

T A

T

IO

N

W

D W

R

T E

J

U N

E

RTA DESIGN SUBMITTAL

POORLY GRADED GRAVEL (GP), fine to coarse; dry, Fill

SILTY SAND WITH OCCASIONAL

GRAVEL (SM) fine; brown, medium dense, moist

SILTY SAND WITH GRAVEL/SILTY

GRAVEL WITH SAND (SM/GM) fine to medium/fine to coarse; brownish yellow, dense to very dense, moist, occasional cobbles, Alluvium

SILTY SAND (SM) fine; yellow, medium dense to dense, moist, massive, weak cementation, Loess

BASALT black, fresh to slightly weathered, highly vesicular, close horizontal to vertical fractures, medium hard to hard

BOTTOM OF BOREHOLE AT 20.0 ft

59/11"

50/3"

17-YTC-BH-1

D E

P T

H F

T ) D

E P

T H (F

T

SILTY GRAVEL WITH SAND (GM) fine to coarse; brown, medium dense, moist, trace caliche, Fill

SILTY SAND WITH GRAVEL (SM) fine to medium; yellow-brown, very dense, moist, Alluvium

SILTY SAND WITH GRAVEL (SM) fine to medium; yellow, dense to very dense, moist, weak cementation, occasional cobbles

POORLY GRADED SAND WITH SILT

AND OCCASIONAL GRAVEL (SP-SM)

fine; yellowish brown, dense, moist, iron oxide staining, occasional cobbles, Loess

BASALT black, moderately weathered, vesicular, angular fracture, trace yellow sandy soil

BASALT black, fresh to slightly weathered, moderately to highly vesicular, occasional random low fractures, medium hard to hard

BOTTOM OF BOREHOLE AT 25.0 ft

98/11"

50/5"

50/2"

17-YTC-BH-2

32.5

POORLY GRADED GRAVEL (GP), fine to coarse; dry, Fill

SILTY GRAVEL WITH SAND (GM) fine to coarse; brown, very dense, moist, occasional cobbles

SILTY SAND WITH GRAVEL (SM) fine to medium; yellow, dense to very dense, moist, non-plastic, weak cementation, Loess

Yellow-brown

SILTY SAND (SM) fine; yellow-brown, very dense, moist, iron oxide staining

SILT (ML) yellow-light brown, hard, moist, low plasticity, iron oxide staining

SILTY SAND WITH OCCASIONAL

GRAVEL (SM) fine to medium; orangish yellow, very dense, moist

BASALT, highly vesicular, very close horizontal to vertical fracture, hard

BOTTOM OF BOREHOLE AT 32.5 ft

61/8"

88/9"

96/10"

67/11"

17-YTC-BH-3

POORLY GRADED GRAVEL (GP) fine to coarse; dry, Fill

GRAVEL WITH SILT AND SAND

(GP-GM) fine to coarse; yellowish brown to grayish brown, very dense, moist, Alluvium

ELASTIC SILT WITH SAND (MH) yellow, very stiff, moist, high plasticity, weak cementation, Loess

SILTY SAND (SM) fine to medium;

yellowish brown, dense to very dense, moist, interbedded with sandy silt

POORLY GRADED SAND WITH SILT

(SP-SM) fine; light brown, dense, moist, no cementation

BASALT, fresh to slightly weathered, highly vesicular, very close to open fracture, hard

Red-brown

Black-gray, slightly vesicular

BOTTOM OF BOREHOLE AT 36.0 ft

58/11"

59/9"

17-YTC-BH-4

POORLY GRADED GRAVEL (GP), fine to coarse; dry, Fill

SAND WITH SILT AND GRAVEL

(SP-SM) fine to medium; brown, dense to very dense, moist, Alluvium

ELASTIC SILT WITH SAND (MH) yellow, very stiff to hard, moist, high plasticity, weak cementation, Loess

Moderate cementation

SILTY SAND (SM) fine; yellow-brown, very dense, moist

BASALT black, fresh to slightly weathered, highly vesicular to occasional vesicles, very close to open fracture, hard

Red-brown

Dark gray-black

BOTTOM OF BOREHOLE AT 38.0 ft

88/11"

78/10"

17-YTC-BH-5

POORLY GRADED GRAVEL (GP) fien to coarse; dry, Fill

SILTY SAND WITH GRAVEL (SM) fine;

brown, very loose to loose, moist

SILT WITH OCCASIONAL SAND AND

GRAVEL (ML) brown, medium stiff to stiff, moist, low plasticity, Loess

ELASTIC SILT WITH TRACE SAND (MH)

yellow, hard, moist, high plasticity

SILTY SAND (SM), fine; light brown, very dense, moist, iron oxide staining

BASALT black, slightly to moderately weathered, highly vesicular, very close to fractured vesicles, hard

Dark gray

Red-brown

Dark gray

BOTTOM OF BOREHOLE AT 37.0 ft

86/10"

69/10"

17-YTC-BH-6

POORLY GRADED GRAVEL (GP) fine to coarse; dry, Fill

SILTY GRAVEL WITH SAND (GM) fine to coarse; black, medium dense to very dense, moist, Alluvium

ELASTIC SILT (MH) yellow, stiff to hard, moist, high plasticity, Loess

With occasional sand

SILTY SAND (SM) fine; light brown to yellow, dense, moist, iron oxide staining

BASALT black, slightly to moderately weathered, highly vesicular, moderately to very closely horizontal fracture, hard

Moderately to severely fractured

BOTTOM OF BOREHOLE AT 41.0 ft

90/11"

60/9"

17-YTC-BH-7

POORLY GRADED GRAVEL (GP) fine to coarse; dry, Fill

SILTY SAND WITH GRAVEL (SM) fine to medium; brown, dense to very dense, moist, Alluvium

Becomes wet

ELASTIC SILT (MH) yellow, hard, moist, high plasticity, weak cementation, Loess

SILTY SAND (SM) fine; yellow, dense to very dense, moist, weak cementation

ELASTIC SILT (MH) yellow, hard, moist, high plasticity

SILTY SAND (SM) fine; yellow-brown, very dense, moist

BASALT black, fresh to slightly weathered, highly vesicular, trace iron staining on fractures, hard

BOTTOM OF BOREHOLE AT 40.0 ft

58/11"

76/11"

17-YTC-BH-8

NOT TO SCALE

B-302

K S

W A

N S

O N

M

O 'B

R

IE

N

TEST PITS

T E

S T P

IT

S

EXCAVATOR.

TEST PITS WERE PERFORMED ON 12-13 OCTOBER 2017 USING A PC200 TRACK

SUBSURFACE EXPLORATION WAS CONDUCTED BY KELLY'S EXCAVATING, INC.3.

FOR LOCATIONS OF TEST PITS, SEE SHEET B-101.2.

FOR LEGEND AND ABBREVIATIONS, SEE SHEET B-301.1.

GENERAL NOTES:

F

C R

O S

S L E

Y

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

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T

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N

C O

N T

R A

C T N

O

D A

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IDENTIFICATION

SHEET

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IN

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A Y S

O U

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T L E

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S C

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M O

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IF

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D H

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T A

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N

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D W

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U N

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RTA DESIGN SUBMITTAL

SILTY SAND WITH GRAVEL (SM)

subangular; fine to medium; brown, moist, occasional cobbles, Fill

SILTY SAND WITH GRAVEL (SM) fine;

brown, moist, increasing silt content, Alluvium

Large cobbles at 7.5 feet

SILT (ML) light brown, moist, moderate cementation, Loess

SILTY SAND (SM) fine; gray, moist, iron oxide staining

BOTTOM OF BOREHOLE AT 11.0 ft

17-YTC-TP-13

D E

P T

H F

T ) D

E P

T H (F

T

POORLY GRADED GRAVEL (GP) fine to coarse; moist, Fill

SANDY SILT WITH OCCASIONAL

GRAVEL (ML) fine to coarse; brown, non-plastic, Fill

SILTY GRAVEL WITH SAND (GM) fine to coarse; brown, moist, with cobbles, Alluvium

Becomes wet

SILT WITH SAND (ML) light brown, moist, non-plastic, moderate cementation, iron oxide staining, Loess

SILTY SAND (SM) fine; gray, moist, iron oxide staining

BOTTOM OF BOREHOLE AT 10.0 ft

17-YTC-TP-14

SILTY SAND (SM) fine; brown, moist, cobbles, Fill

POORLY GRADED GRAVEL WITH SILT

AND SAND (GP-GM) fine to coarse;

brown, moist, Alluvium

SILT (ML) light brown, moist to wet, non-plastic, moderate cementation, iron oxide staining, Loess

BOTTOM OF BOREHOLE AT 10.0 ft

17-YTC-TP-15

POORLY GRADED GRAVEL WITH SILT

AND SAND (GP-GM) fine to coarse;

subrounded; light brown, dry, cobbles, Alluvium

Becomes moist

SILT (ML) light brown, moist, non-plastic, moderate cementation, iron oxide staining, Loess

BOTTOM OF BOREHOLE AT 9.0 ft

17-YTC-TP-16

8.5

POORLY GRADED GRAVEL (GP), fine to coarse; dry, Fill

SILTY GRAVEL WITH SAND (GM) fine to coarse; subrounded; light brown, moist, occasional cobbles

POORLY GRADED GRAVEL WITH SILT

AND SAND (GP-GM) fine to coarse;

moist, moderate cementation, Alluvium

Occasional boulders 2 to 3 feet diameter

SILTY SAND WITH OCCASIONAL

GRAVEL (SM) fine to medium; brown, moist, strong cementation, Loess

BOTTOM OF BOREHOLE AT 8.5 ft

17-YTC-TP-17

POORLY GRADED GRAVEL (GP) fine to coarse; dry, Fill

SILTY SAND WITH OCCASIONAL

GRAVEL (SM) fine; brown, moist

SILTY GRAVEL WITH SAND (GM) fine to coarse; subangular to subrounded; brown, moist, weak cementation, occasional cobbles, Alluvium

Occasional boulders approximately 1 foot in diameter

ELASTIC SILT (MH) yellow, moist, high plasticity, moderate cementation, with trace sand, Loess

BOTTOM OF BOREHOLE AT 11.0 ft

17-YTC-TP-18

SANDY SILT WITH OCCASIONAL

GRAVEL (ML) fine; brown, moist, non-plastic, Fill

SILTY SAND WITH GRAVEL (SM) fine to coarse; light brown, moist, with cobbles, Alluvium

SILTY GRAVEL WITH SAND (GM) fine to coarse; light brown, moist, with cobbles

BOTTOM OF BOREHOLE AT 11.0 ft

17-YTC-TP-19

10.5

SILTY GRAVEL (GM) fine to coarse;

angular; moist, Fill

SANDY SILT (ML) brownish yellow, moist, non-plastic

Occasional boulders approximately 1.5 feet in diameter

SILTY GRAVEL WITH SAND (GM) fine to coarse; subangular to subrounded; brown, moist, weak cementation, Alluvium

BOTTOM OF BOREHOLE AT 10.5 ft

17-YTC-TP-20

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ELEV

ELEVATIONS

W/ TOP & INVERT

MANHOLE

ELEVATIONS

& INVERT

BASIN W/ TOP

CATCH

FIRE HYDRANT

GATE VALVE

8.65

IE 6.00

8.65

IE 6.00

SLOPE

RB RB

POST INDICATOR VALVE

SURVEY

FOUND/THEOR./

EXIST. PROP. DESCRIPTION (ABBR)

FEET

DRAFTING

TREE

W

LIGHT POLE

SANITARY MANHOLE

VEGETATION LINE

GRAVEL

LIMITS OF WORK

CONSTRUCTION LIMITS/

CATCH BASIN

NORTH ARROW

ABBREVIATIONS

CIVIL NOTES

NUMBER INDICATES DETAIL NO.

DETAIL IS DRAWN

PLATE NUMBER WHERE

CENTERLINE AND GRIDLINE

X

C-502

C-304

DIRECTION OF VIEW

NUMBER INDICATES ELEV OR DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

301 SPOT ELEVATION

EXISTING GRADE

PROPOSED GRADE

OR

SS

SD

STORM DRAIN MANHOLE

AND VALVE

TAPPING SLEEVE

CURB CUT

CLEAN OUT

LETTER INDICATES CIVIL SECTION

CC

0 30 60

W

SS

SD

GENERAL NOTES:

GPS CONTROL POINT

MONUMENT (SURFACE)

MONUMENT (IN CASE)

REBAR/IRON PIPE

BENCH MARK

ANGLE POINT

BORE/BENCH MARK

GRAPHIC SCALE

SD

FENCE

G G

BOLLARD

ASPHALT CONCRETE PAVEMENT

GRAVEL PAVERS

NATURAL GAS LINE

STORM DRAIN LINE

SANITARY SEWER LINE

WATER LINE

PORTLAND CEMENT CONCRETE

CO

ELEV

ELEVATIONS

W/ TOP & INVERT

MANHOLE

ELEVATIONS

& INVERT

BASIN W/ TOP

CATCH

FIRE HYDRANT

GATE VALVE

8.65

IE 6.00

8.65

IE 6.00

SLOPE

RB RB

POST INDICATOR VALVE

SURVEY SYMBOLS

DRAFTING LINETYPES

FOUND/THEOR./

EXIST. PROP. DESCRIPTION (ABBR)

FEET

DRAFTING SYMBOLS

TREE

W

LIGHT POLE

SANITARY MANHOLE

VEGETATION LINE

GRAVEL

LIMITS OF WORK

CONSTRUCTION LIMITS/

CATCH BASIN

NORTH ARROW

ABBREVIATIONS

CIVIL NOTES

NUMBER INDICATES DETAIL NO.

DETAIL IS DRAWN

PLATE NUMBER WHERE

CENTERLINE AND GRIDLINE

C-502

C-304

DIRECTION OF VIEW

NUMBER INDICATES ELEV OR DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

301 SPOT ELEVATION

EXISTING GRADE

PROPOSED GRADE

OR

SD

STORM DRAIN MANHOLE

AND VALVE

TAPPING SLEEVE

CURB CUT

CLEAN OUT

LETTER INDICATES CIVIL SECTION

CC

0 30 60

W

SS

SD

GENERAL NOTES:

GPS CONTROL POINT

MONUMENT (SURFACE)

MONUMENT (IN CASE)

REBAR/IRON PIPE

BENCH MARK

ANGLE POINT

BORE/BENCH MARK

GRAPHIC SCALE

SD

FENCE

G G

BOLLARD

ASPHALT CONCRETE PAVEMENT

GRAVEL PAVERS

NATURAL GAS LINE

STORM DRAIN LINE

SANITARY SEWER LINE

WATER LINE

PORTLAND CEMENT CONCRETE

CO

N

YAKIMA TRAINING CENTER

WELDED WIRE FABRIC

TRANSPORTATION

DEPARTMENT OF

WASHINGTON STATE

WATER SURFACE

NATIONAL GUARD

WASHINGTON ARMY

VARIES

TYPICAL

TOP OF WALL

TOP OF CURB

THICK

TEMPORARY

STANDARD

SAWED TRANSVERSE CONTRACTION JOINT (TYP)

STATION

SQUARE

SPECIFICATION

SLOPE

SECTION

SPOT ELEVATION

SCHEDULE

REQUIRED

RADIUS OF CURVE, REINFORCED PANEL

PAVEMENT

POUNDS PER SQUARE INCH

POST INDICATOR VALVE

PORTLAND CEMENT CONCRETE

OVERHEAD POWER POLE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NOT IN CONTRACT

NON-FROST SUSCEPTIBLE

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MISCELLANEOUS

MINIMUM

MAXIMUM

MANHOLE

LONG

LINEAL FOOT/FEET

LENGTH OF CURVE

JOINT BASE LEWIS McCHORD

INCH/INCHES

INVERT ELEVATION

FIRE WATER

FEET/FOOT

FLOWLINE

FIGURE

FINISHED GRADE

FINISHED FLOOR ELEVATION

FLARED END SECTION

FACE OF CURB

EXISTING

EACH WAY

ELEVATION

EXPANSION JOINT

EAST

DUCTILE IRON PIPE

DIAMETER

DOWELED CONSTRUCTION JOINT ( TYP)

CENTER

CORRUGATED POLYETHYLENE PIPE

CONTRACTING OFFICER'S REPRESENTATIVE

CLEAN OUT

CORRUGATED METAL PIPE

W/ TIE BARS. FREE EDGE PANELS

LONGITUDINAL CONTRACTION JOINT

CURB CUT

CATCH BASIN

BACK OF CURB

BUILDING NUMBER

ASPHALT CONCRETE

YTC

WWF

WSDOT

W.S.

WAARNG

VAR

TYP

TW

TOC, TC

THK

TEMP

STD

STCJ

STA

SQ.

SPEC.

SLP

SECT

SE

SCH

REQD

R

PVMT

PSI

PIV

PCC

OHP

OD

OC

NTS

NIC

NFS

NAVD

NAD

N

MISC

MIN

MAX

MH

LG

LF

L

JBLM

IN

IE

FW

FT

FL

FIG

FG

FFE

FES

FC

EXIST, EX

EW

ELEV, EL

EJ

E

DIP

DIA

DCJ

CTR

CPEP

COR

CO

CMP

CJTB

CC

CB

BOC

BLDG NO.

AC

J

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COMPANY UTILITY PHONE

UTILITIES NOTES:

COMPANY UTILITY PHONE

UTILITIES NOTES:

CONTACT

CHRIS SMITH

MIKE TEEL

SHAYNE POOLE

KRIS BRENNER &

STEVE SWITZER

(253) 477-5883

(509) 577-3212

(509) 577-3356

(509) 577-3356

(509) 526-4178

(800) 552-0615

(509) 577-3400

(800) 424-5555

K

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YAKIMA TRAINING CENTER NEC

YAKIMA TRAINING CENTER DPW

AMERIGAS

CASCADE NATURAL GAS

YAKIMA DPW

CALL-BEFORE-YOU-DIG

TO EXISTING CONDTION.

8) ALL AREAS DISTURBED DUE TO CONSTRUCTION WILL BE STABILIZED AND RETURNED

CONDITION, UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS.

EXISTING FEATURES, DISTURBED DURING CONSTRUCTION, TO THEIR ORIGINAL

7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL

ENTRANCES.

6) SITE ACCESS DURING CONSTRUCTION IS LIMITED TO STABILIZED CONSTRUCTION

PLANES UNLESS OTHERWISE NOTED.

SHALL BE INTERPRETED TO REFER TO HORIZONTALLY AND VERTICALLY PROJECTED

5) ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS

PRESERVING THE INTEGRITY OF EXISTING SITE UTILITIES DURING CONSTRUCTION.

TO AVOID DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND

EXACT LOCATION OF ALL UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION

IMPROVEMENTS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE

4) THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AND

REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.

3) ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE FACILITIES SHALL BE

WORKS PRIOR TO PERFORMING ANY EXCAVATION. A YTC DIG PERMIT IS REQUIRED.

A UTILITY LOCATE REQUEST WITH YAKIMA TRAINING CENTER DEPARTMENT OF PUBLIC

UTILITY LOCATES IS: 1-800-424-5555. ADDITIONALLY, THE CONTRACTOR MUST SUBMIT

THE TIME STATED ON THE LOCATE TICKET. THE ONE-CALL PHONE NUMBER FOR

CHAPTER 19.122 RCW – UNDERGROUND UTILITIES. NO EXCAVATION MAY BEGIN UNTIL

UTILITY NOTIFICATION CENTER IN ACCORDANCE WITH STATE OF WASHINGTON LAW:

LOCATE REQUEST (CALL BEFORE YOU DIG) THROUGH THE STATE OF WASHINGTON

2) BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL SUBMIT A UTILITY

WITH RESPECT TO THE PLANS.

WORK AND SHALL IMMEDIATELY NOTIFY THE COR OF ANY DISCREPANCIES

1) CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING

COMMUNICATIONS

WATER & SEWER

AIR

GAS

POWER

ONE CALL

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I-82

ACCESS AND HAUL ROUTE

NOT TO SCALE

7TH AVE

K

M A

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J

B A

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E T

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HAUL ROUTE

SEE ENLARGED SITE

FIRING CENTER ROAD

FIRING CENTER ROAD

PROJECT SITE

FIRE STATION

PN 55199

ACCESS ROUTE

PROJECT SITE

FIRE STATION

PN 55199 J

S

K R

IN

D E

N

QUARRY

3. ALL EXCAVATED UNSATISFACTORY MATERIAL SHALL BE HAULED OFF SITE.

2) THE EXISTING DRAINAGE SWALE MUST BE KEPT CLEAR AND FUNCTIONAL. COORDINATE LOCATION WITH COR.

1) AREAS AROUND THE COMFORT STATION AND SHOWER FACILITY FOR TRAINING UNIT.

THE FOLLOWING RESTRICTIONS APPLY:

2. STAGING IS ALLOWED WITHIN THE CONSTRUCTION LIMITS.

1. THE APPROXIMATE HAUL DISTANCE FROM FRONT GATE AT HWY 97 TO THE PROJECT SITE IS 0.6 MILES.

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

C O

N S

T R

U C

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S

C O

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T R

U C

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S

C O

N S

T R

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N L

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MI

L N

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C U

RTSNOC

E 1 651 952.26

N 489 373.20

N 488 471.28

E 1 651 970.95

N 488 740.74

E 1 652 018.73

N 488 472.75

E 1 651 935.96

N 488 727.62

E 1 652 499.21

N 489 350.45

E 1 652 514.37

N 489 317.29

E 1 652 479.20

N 489 365.17

E 1 652 285.70

N 489 234.50

E 1 652 378.46

"W D

U

6"W (APS LOCATED)

"W

A P

S L

O C

A T

E D

(B A

S E L

O C

A T

E D

(BASE LOCATED)

W-2844

W-2883

W-2757

W-2759W-2758

27"W DUCT

"W D

U

"W D

U

"W D

U

25"W D

U C T

"W D

U

G-1709

(APS #4)

P-3064

"P

O W

E R

"P

O W

E R

P-1049

P-1051

P-1053

P-1055

P-1176

P-1178

P-1423

P-1427

P-1429

P-1437

P-1435

P-1562

P-1560 P-1558

P-1566 P-1568

P-1564

P-1570

P-1792

P-1794

P-1796

P-1790 P-1186P-1184

P-1081

P-1556

P-1660

P-1079

P-1083

P-1085 P-1087

P-1421 P-1439

P-1431

P-1433

P-1146

S-1147

S-2576 S-2582

S-2501

S-2969

S-3035

S-1152

GRAVEL PATH

D-5950

D-5949 D-5596

D-5595

D-5638

D-5637

D-6018

D-5639

D-5636

D-5634

D-2046

D-2047

D-6017

D-5635

D-5632

D-5633

D-6060

D-6057

D-2826

D-2825

D-5916

D-5914

D-5761

D-7069

D-2827

D-2824

D-6442

D-6441

D-6444

D-6443

D-5743

D-5742

D-5744

D-5741

STEEL BOLLARD

CONC FILLED

(2) 8" DIA X 2.7'H

STEEL BOLLARD

CONC FILLED

(2) 8" DIA X 3.5'H

CONC BOLLARD

(4) 8" DIA X 2.8'H

BOLLARDS

YELLOW CONC.

(2) 8" DIA X 1'H

C O

N C

R E

T E S

L O

P E

C O

N C

R E

T E S

L O

P E

BUILDING #443

SHOWER BUILDING

BUILDING

#840

PUMP

HOUSE

POMONA WELL

"P-0829"

(APS #9)

D-3086

(APS #15)

D-3089

D-2111

D-2880

D-2879

D-1188

ON CONC. PAD

(2) CONC. RAMPS

EL=1347.89

E=1652510.75

N=488439.14

"DEA, INC."

SET 1/2" REBAR & CAP

CTRL-1

EL=1332.26

E=1652380.45

N=488918.56

"DEA, INC."

SET REBAR & CAP

CTRL- 2

EL=1329.69

E=1652049.99

N=488627.83

DEA CONTROL

CTRL-8

EL=1318.96

E=1651984.85

N=489046.54

DEA CONTROL

CTRL-7

EL=1316.92

E=1652543.17

N=489388.83

DEA CONTROL

CTRL-4

STEEL BOLLARD

FILLED

(7) 6" DIA X 6'H CONC

STEEL BOLLARD

FILLED

(2) 6" DIA X 4'H CONC

BOLLARD

(4) 8" DIA X 3'H CONC

BOLLARD

(1) 6" DIA X 4'H CONC

CYLINDER BOLLARDS

X 3.5'H STEEL

(2) 6.75" DIA

CYLINDER BOLLARDS

X 3.5'H STEEL

(2) 6.75" DIA

8" (ABAND)

PH 15B

P-3082

W-1826

W-1824

W-2764

W-2763

W-7071

W-1819

W-1817

W-1909

W-1911

W-1907

W-2056

W-2057

W-2045

W-2841

"W

A P

S L

O C

A T

E D

"W

6"W

6"W

"W

6"W

6"W

"W

A P

S L

O C

A T

E D

"W

"W

B A

S E L

O C

A T

E D

4" D-5915

D-5917

D-5760

BOLLARD

(1) 8" DIA X 3'H.

D-2295

4"

10"

8"

12"

30" (2) 16"

10"

1299.27

1300.00

1300.52

(2) 16" 1300.81

1301.28

1302.05 1302.07 1302.08 1302.10

1302.36

1302.38

1302.75

1303.41

1303.48

1303.52

1303.67 1303.76 1303.90

1303.90 1303.97

1304.67

1304.84

1305.06

1305.06

1305.50

1305.77

1305.78

1305.82

1305.86

1306.20

1306.27

1306.27

1306.50

1306.84

1307.38

1307.50

1307.77

1307.82

1307.90

1308.01

1308.12

1308.15

1308.24

1308.25

1308.94

1309.14

1309.27

1309.31

1309.41

1309.56

1309.87

1310.22

1310.51

1310.52

1310.60

1310.66

1310.90

1311.04

1311.62

1311.68

1311.70

1311.75

1311.82

1311.92

1312.00

1312.06

S

1312.90

1313.12

W

1313.22

WELL

D-2883

1313.24

1313.24

1313.37

1313.39

1313.43

1313.44

1313.53

30"

1313.99

30"

S

1314.27

S

1314.41

1314.47

1314.49

CULVERT IE 12 CMP

1314.561

1314.58

1314.66

1314.70

1314.78

1314.80

1314.84

1314.92

1315.79

1315.82 1315.89

1315.96

1316.06

1316.07

1316.19

1316.24

1316.25

1316.32

1316.44

1316.50

1316.55

1316.77

2"

S

1316.88 1316.96

S

1317.16

16"

1317.64

1317.68

1317.79

1317.83

1317.85

1317.96

1318.02 1318.10

1318.36

1318.45

1318.46

1318.61

1318.75

1319.15

1319.43

1319.46

1319.50

1319.51

1319.58

1319.62

1319.62

1319.66

1319.68

8"

1319.84

1319.96

1320.03

6"W (BASE LOCATED)

6"W

6"W

1320.36

1320.56

1320.63

1320.75

1320.79

8"

1321.63

1321.77

1321.78

1321.90

1321.94

1322.03

1322.11

1322.22

1322.22

1322.46

1322.59

1322.61

1322.77

1322.86

1322.87

1322.91

1323.18

1323.44

1323.52

1323.66

1323.67

1323.82

1323.87

1324.02

1324.02

1324.08

1324.27

1324.37

1324.47

1324.60

1324.64

1324.73

1324.79

1324.87

1324.97

1325.02

1325.15

RESTROOM

1325.33

1325.46

8"

1325.63

1325.77

1325.78

1325.83

1325.93

1325.99

1326.07

1326.31

1326.42

1326.57

1326.63

1326.75

1326.86

1326.93

1326.97

1327.03

1327.14

1327.26

1327.29

1327.41

1327.44

1327.44

1327.78

1327.93

1327.96

1327.97

1328.00

1328.28

1328.29

1328.36

1328.67

1328.68

1328.74

1328.99

1329.28

1329.35

1329.43

1329.48

1329.53

1329.54

1329.63

1329.72

1329.90

1330.26

1330.56

1330.63

1330.64

1330.66

1330.89

1331.02

1331.08

1331.12

1331.48

1331.61

W-2574

1331.90

1332.12

1332.26

1332.26

1332.36

1332.40

1332.44 1332.67

1332.69

1332.85

1332.91

1333.15

1333.29

1333.52

1333.53

1333.61

1333.75

2"

1334.00

1334.19

1334.47

1334.76

1335.14

1335.27

1335.37

1335.42

1335.45

1336.00

1336.48

1336.93

1336.98

1337.00

1337.69

1337.77

1338.28

1338.29

1338.36

1338.80

1338.98

1339.13

1339.16

1339.65 1339.84

1339.87

1340.56

1340.92 1341.14

1341.91

1342.22 1342.72

1343.47 1344.55

1344.78

1345.65

6"W (APS LOCATED)

W-1894

R

R

S O

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A T

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N N

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D B

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D A

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D E

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N

C O

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IF

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T

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N

W

D W

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T E

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U N

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1" = 50' 0 50' 100'

J S

K R

IN

D E

J .B

A R

R E

T T

"D S

T R

E E

T

"E S

T R

E E

T

FIRING CENTER ROAD

CX101

EXISTING SITE PLAN

E X

IS

T

IN

G S

IT

E P

L A

N

K

M A

Y

SURVEY NOTES

ALL MEASUREMENTS IN US SURVEY FEET.

WASHINGTON COORDINATE SYSTEM, SOUTH ZONE,

VERTICAL DATUM: NAVD '88

HORIZONTAL DATUM : NAD '83/91

DELIVERY DATE: MAY 1, 2017

CONTRACT NO. W912DW-14-D-1001, TASK ORDER NO. 0032

SITE JBLM-YAKIMA TRAINING CENTER, WASHINGTON

SITE SURVEY OF FY18 PN55199 YTC FIRE STATION

SHALL BE MAINTAINED DURING CONSTRUCTION.

1. CONTINUOUS SOUTHERN ACCESS TO SHOWER BUILDING

NOTE:

"W D

U

D

U C T

"P

O W

E R

S-2969

D-5639

D-5636

D-5634

D-6017

D-5635

D-5632

D-5633

D-5761D-5743

D-5742

D-5744

D-5741

PUMP

HOUSED-2880

T

SPA

S W

1313.22

WELL

D-2883S S

W-3071

SPA

SPA

PH 11A

APS-3070

W-3072

SPA

SPA

SPA

APS-3069

SPA

W-3066

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

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T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

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A R

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A L W

A Y S

O U

T H

S E

A T

T L E

W A

S H

IN

G T

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D E

S

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S C

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T W L

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G

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RTA DESIGN SUBMITTAL

8" (ABAND)

W-3083 4"4" 10"

8"

12"

(2) 16"

10"

(2) 16"

S

SPA

30"

30"

S S

CULVERT IE 12 CMP

1314.561

W-3071

SPA

W-3072

SPA

2"

S S

8"

8"

W-3066

SPA

W-3063

SPA

W-3061

SPA

R

1" = 20' 0 20' 40'

J S

K R

IN

D E

J .B

A R

R E

T T

"D S

T R

E E

T

"E S

T R

E E

T

FIRING CENTER ROAD

CD101

DEMOLITION PLAN 1

D E

M O

L

IT

IO

N P

L A

N

MATCHLINE - SEE SHEET CD102

KEY PLAN

CONSTRUCTION LIMIT

C O

N S

T R

U C

T

IO

N L

IM

IT

KEYNOTES

K

M A

Y

2 - RESTORE SWALE AFTER DUCTBANK DEMOLITION

SEE TELECOMMUNICATION SHEET TD100

1 - REMOVE UNDERGROUND COMMUNICATIONS DUCTBANK.

"NO DISTURBANCE/NO ACCESS " ZONE.

3. CONTRACTOR TO ERECT BARRIER FENCE AND INDICATE

2. TELECOMUNICATION OVERALL DEMOLITION PLAN - SEE SHEET TD100.

1. ELECTRICAL OVERALL DEMOLITION PLAN - SEE SHEET ED100.

NOTES:

C O

N S

T R

U C

T

IO

N L

IM

IT

SEE NOTE 3

SITE WELL LIMIT

SOUTH PUMP HOUSE

SEE NOTE 3

SITE WELL LIMIT

NORTH PUMP HOUSE

PUMP HOUSE

SOUTH

(APS #5)

C-7120

(APS #4)

C-2572

(APS #3)

C-1893

C-7122 C-7121

C-7124C-71232 "W D

U

"W D

U

U C T

(APS #4)

P-3064

S-2576S-2582

S-3035

S-1152

GRAVEL PATH

D-5596

D-1188

EL=1332.26

E=1652380.45

N=488918.56

"DEA, INC."

SET REBAR & CAP

CTRL- 2

EL=1318.96

E=1651984.85

N=489046.54

DEA CONTROL

CTRL-7

8" (ABAND)

CULVERT IE 12 CMP

1314.561

8"

8"

T

T

RESTROOM

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

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P S O

F E

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S E

A T

T L E D

IS

T R

IC

T

E

A S

T M

A R

G

IN

A L W

A Y S

O U

T H

S E

A T

T L E

W A

S H

IN

G T

O N

D E

S

IG

N E

D B

Y

S C

O T

T W L

O N

G

M O

D

IF

IE

D H

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S F

IR

E S

T A

T

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D W

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RTA DESIGN SUBMITTAL

8" (ABAND)

W-3083 4"4" 10" 12" 10"

" 2

S

SPA

30"

S S

CULVERT IE 12 CMP

1314.561

W-3071

SPA

W-3072

SPA

2"

8"

8"

W-3066

SPA

W-3063

SPA

W-3061

SPA

1" = 20' 0 20' 40'

J S

K R

IN

D E

J .B

A R

R E

T T

"D S

T R

E E

T

"E S

T R

E E

T

CD102

MATCHLINE - SEE SHEET CD101

DEMOLITION PLAN 2

D E

M O

L

IT

IO

N P

L A

N

KEY PLAN

KEYNOTES

T

C O

N S

T R

U C

T

IO

N L

IM

IT

C O

N S

T R

U C

T

IO

N L

IM

IT

1 2

TYP. 3 PLCS

K

M A

Y

2. TELECOMUNICATION OVERALL DEMOLITION PLAN - SEE SHEET TD100.

1. ELECTRICAL OVERALL DEMOLITION PLAN - SEE SHEET ED100.

NOTES:

5 - CUT AND CAP DOMESTIC WATERLINE.

4 - REMOVE TRAFFIC SIGN.

3 - REMOVE GRAVEL DRIVEWAY.

2 - REMOVE SITE BARRIERS BY YTC.

SEE TELECOMUNICATIONS SHEET TD100

1 - REMOVE UNDERGROUND COMMUNICATIONS DUCTBANK.

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

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E

S U

B M

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T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

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A R

M Y C

O R

P S O

F E

N G

IN

E E

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S E

A T

T L E D

IS

T R

IC

T

E

A S

T M

A R

G

IN

A L W

A Y S

O U

T H

S E

A T

T L E

W A

S H

IN

G T

O N

D E

S

IG

N E

D B

Y

S C

O T

T W L

O N

G

M O

D

IF

IE

D H

E A

D Q

U A

R T

E R

S F

IR

E S

T A

T

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N

W

D W

R

J

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RTA DESIGN SUBMITTAL

LOW WIRE 20.7'

1-25 KVA TRANS.

1-U/G COND.

P.P. 38.5', 1-X ARM

INV. 21" CMP. EL. 1322.28

INV. 15" CMP. EL. 1321.27

INV. 15" CMP. EL. 1325.74

INV. 15" CMP. EL. 1325.45

EL. 1320.43

INV. 12" CONC. EL. 1325.36

INV. 18" CMP.

EL. 1325.05

INV. 18" CMP.

EL. 1323.01

INV. 15" CMP.

EL. 1324.63

INV. 15" CMP.

EL. 1322.01

INV. 21" CMP.

EL. 1321.48

INV. 21" CMP.

EL. 1322.08

INV. 12" PVC.

EL. 1322.40

INV. 6" PVC.

2-INV. 21" CMP. EL. 1321.16

EL. 1316.34

2-INV. 21" CMP.

EL. 1319.21

INV. 21" CMP.

EL. 1319.39

INV. 18" CONC.

EL. 1321.01

INV. 18" CMP.

EL. 1316.10

U/G TELE. LINE

EL. 1316.65

U/G TELE. LINE EL. 1315.92

U/G TELE. LINE

NOT FIELD VERIFIED

PER BASIC INFO MAPS

W

TOP NUT EL. 1312.69

TOP W.V. EL. 1315.09

FH

INV. 8" N. EL. 1305.94

INV. 8" E. EL. 1305.94

INV. 8" S. EL. 1306.88

SAN M.H. EL. 1313.88

TELEPHONE AT POLE

INV. 18" CMP EL. 1314.66

6" HEADWALL

INV. 18" CMP EL. 1311.88

INV. 18" CMP EL. 1312.18

INV. 18" CMP EL. 1311.88

CONC HEADWALL 8"

LP 29.1', 27.5 LOW WR

C

S T

3C1P

C

T

1315.85 1315.85

T

C

S T

P

6" HEADWALL

6" HEADWALL

8" HEADWALL

WALL

6" HEAD-

C

C

1318.59

S

CTV

4P

CB

1C

8"

1-C

P -1

C

1C

CB

S T

C T V

3P

P

EL. 1317.10

U/G TELE. LINE

EL. 1315.93

U/G TELE. LINE

LOW WIRE 27.1'

T.P. 28.4'

EL. 1320.39

TELE. CLOSURE

INV. 15" N. EL. 1316.94

INV. 15" S. EL. 1316.94

C.B. EL. 1319.66

INV. 8" N. EL. 1316.75

INV. 8" W. EL. 1314.75

INV. 8" SE. EL. 1312.87

SAN M.H. EL. 1322.85

TOP W.V. EL. 1323.00

TOP W.V. EL. 1325.20

TOP W.V. EL. 1321.90

TOP W.V. EL. 1325.50

W W

LOW WIRE 26.4'

1-ELEC. BOX

W/ FIRE WARNING HORNS

P.P. 37.7'

U/G COND. LOW WIRE 17.7'

P.P. 38.7', 2-X ARMS

U/G COND. LOW WIRE 20.3'

P.P. 39.0', 3-X ARMS

LOW WIRE 29.8'

1-GRD DROP

1-METAL-X ARM

2-X ARMS

P.P. 38.5'

EL. 1318.91

SAN. C.O.

EL. 1320.63

INV. 4" PVC. W.

C.B. EL. 1321.83

4P

P -2

C

15"

C T

V

1C 4P

4P

#238

BLDG

CD103

I-82

NOT TO SCALE

7TH AVE

K

M A

Y

J

B A

R R

E T

T

J S

K R

IN

D E

N

PROJECT SITE PLAN

NOT TO SCALE

N

NOT TO SCALE

N

2 BUILDING 346 DEMO SITE PLAN 1 BUILDING 346 DEMO SITE PLAN 2

5TH AVE

C S

T

PROJECT SITE

FIRESTATION

PN 55199

ACCESS ROUTE

DEMO

BUILDING 346

FIRESTATION

C S

T R

E E

T

5TH AVE

D E

M O L

IM

IT

S

DEMO LIMITS

DEMO

BUILDING 346

FIRESTATION

DEMO LIMITS

D E

M O L

IM

IT

SD

E M

O L

IM

IT

S

PER SPEC SECTION 02 41 00

STEAM, AND WATER AND TERMINATE

REMOVE EXISTING SANITARY SEWER,

B U

IL

D

IN

G

D

E M

O L

IT

IO

N P

L A

N

DEMO LIMITS

TO BE DEMOED

BUILDING 346

FIRESTATION

LIMITS

DEMOLITION

PER SPEC SECTION 02 41 00

STEAM, AND WATER AND TERMINATE

REMOVE EXISTING SANITARY SEWER,

B

ID

O

P T

IO

N

NOT BEGIN UNTIL AFTER THE NEW STATION STATION IS OCCUPIED.

FOR FIRE STATION DEMOLITION STARTING DATE. DEMOLITION SHALL

SEE SPECIFICATION 02 41 00 DEMOLITION AND DECONSTRUCTION

NOTE:

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

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B E

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S

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S U

B M

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T E

D B

Y

D A

T E

M A

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D E

S C

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N

C O

N T

R A

C T N

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D A

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A P

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A T

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G T

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N E

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S C

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CD104

M A

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J

B A

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D E

B U

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D

IN

G

D

E M

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L A

N

1N

NOT TO SCALE

A

NOT TO SCALE

C

NOT TO SCALE

D

NOT TO SCALE

E

NOT TO SCALE

F

NOT TO SCALE

BBUILDING 346 PHOTO

BUILDING 346 PHOTO BUILDING 346 PHOTO BUILDING 346 PHOTO

BUILDING 346 PHOTO

BUILDING 346 PHOTO

F

CD104

A

CD104

E

CD104

B

CD104

C

CD104

D

CD104

BUILDING 346 DEMOLITION 1st FLOOR PLAN

PER SPEC SECTION 02 41 00

STEAM, AND WATER AND TERMINATE

REMOVE EXISTING SANITARY SEWER,

B

ID

O

P T

IO

0 5' 10'SCALE: 1" = 6'

27"W DUCT

S-2576S-2582

S-3035

T

SS

S

8" (ABAND)

27"W DUCT

27"W DUCT

S-2576S-2582

S-3035

T

SS

S

8" (ABAND)

27"W DUCT

27"W DUCT

"W D

U

PUMP

HOUSE

T

SS

S

8" (ABAND)

1313.22

WELL

D-2883

8"

8"

8"

8"

8"

8"

"W D

U

A P

S L

O C

A T

E D

(B A

S E L

O C

A T

E D

W-2844

W-2883

W-2757

W-2759W-2758

(APS #7)

C-2566

(APS #8)

C-2570

(APS #4)

C-2572

(APS #2)

C-2573

(APS #1)

C-1811

(APS #3)

C-1893

(APS PH8)

C-3068

(APS PH1)

C-3060

"W D

U

"W D

U

"W D

U

"W D

U

"W D

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G-1709

G-1806

(APS #4)

P-3064

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O W

E R

"P

O W

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P-1049

P-1051

P-1053

P-1055

P-1176

P-1178

P-1423

P-1427

P-1429

P-1437

P-1562

P-1560 P-1558

P-1184

P-1081

P-1660

P-1658

P-1079

P-1083

P-1085 P-1087

P-1421 P-1439

P-1431 P-1433

P-1146

S-1147

S-2582

S-2501

S-2969

S-1152

GRAVEL PATH

D-5950

D-5949 D-5596

D-5595

D-5638

D-5637

D-6018

D-5639

D-5636

D-5634

D-2046

D-2047

D-6017

D-5635

D-5632

D-5633

D-2826

D-2825

D-5916

D-5914

D-5761

D-7069

D-2827

D-2824

D-6442

D-6441

D-6444

D-6443

D-5743

D-5742

D-5744

D-5741

STEEL BOLLARD

CONC FILLED

(2) 8" DIA X 2.7'H

CONC BOLLARD

(4) 8" DIA X 2.8'H

BOLLARDS

YELLOW CONC.

(2) 8" DIA X 1'H

C O

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BUILDING #443

SHOWER BUILDING

BUILDING

#840

PUMP

HOUSE

POMONA WELL

"P-0829"

(APS #15)

D-3089

D-2111

D-2880

D-2879

D-1188

ON CONC. PAD

(2) CONC. RAMPS

STEEL BOLLARD

FILLED

(7) 6" DIA X 6'H CONC

STEEL BOLLARD

FILLED

(2) 6" DIA X 4'H CONC

BOLLARD

(4) 8" DIA X 3'H CONC

BOLLARD

(1) 6" DIA X 4'H CONC

CYLINDER BOLLARDS

X 3.5'H STEEL

(2) 6.75" DIA

CYLINDER BOLLARDS

X 3.5'H STEEL

(2) 6.75" DIA

PH 15B

P-3082

W-3083

W-1826

W-1824

W-2764

W-2763

W-7071

W-1819

W-1817

W-1909

W-1911

W-1907

W-2056

W-2057

W-2045

W-2841

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A T

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6"W

6"W

"W

6"W

"W

A P

S L

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"W

B A

S E L

O C

A T

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4"

APS-3062

D-5915

D-5917

D-5760

BOLLARD

(1) 8" DIA X 3'H.

D-2295

PH 15A

APS-3081

4" 10"

8"

12"

30"

(2) 16"

10"

(2) 16"

APS-3080

SPA

T

S

SPA SPA SPA SPA

W

1313.22

WELL

D-2883

30"

30"

S S

CULVERT IE 12 CMP

1314.561

W-3071

SPA

SPA

PH 11A

APS-3070

W-3072

SPA

SPA

2"

S S

16"

T

8"

6"W (BASE LOCATED)

6"W

6"W

8"

(APS PH5)

C-3065

SPA

RESTROOM

8"

SPA

W-3066

SPA

SPA

SPA SPA

W-2574

T

2"

SPA SPA

W-3061

SPA

SPA

T

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DESIGN FILE:

IDENTIFICATION

SHEET

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I:\AECDesigns\FY18_PN55199_YTFS\02 Design\BIM_CAD\Civil\SHEET FILES\FY18_PN55199_YTFS_CS101 - GENERAL SITE PLAN.dgn

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CONSTRUCTION LIMIT

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SOUTH…