Camp Murray ASOG Drawings.pdf

PDF 16 MB Posted Mar 2, 2026

Attached to: ASOG Complex EMCS Camp Murray, WA
Solicitation number: W50S9E26QA001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Mar 2, 2026

This is a set of construction drawings for the Camp Murray Air Support Operations Group (ASOG) Complex in Washington. The drawings depict site layout plans, infrastructure, utilities, and building details for a multi-phase construction project involving Building 116 (Air Support Operations Center) and associated facilities. The plans show Infantry Drive alignment and design, access roads, parking areas, utility infrastructure including water, sewer, storm drainage, communications, electrical, natural gas, and fire protection systems. The drawings include multiple bid options for site improvements such as site fencing (Bid Option 1C), paving Infantry Drive (Bid Option 5), parking shelters (Bid Options 1A and 1B), and a mechanical yard. The plans incorporate mechanically stabilized earth (MSE) retaining walls, infiltration galleries for stormwater management, drainage swales, and a 200-foot shoreline buffer line. Typical road sections specify 6 inches of hot mix asphalt with 20 inches of crushed surfacing base course, cement concrete traffic curbs, and sidewalk provisions where required. The drawings contain detailed elevation and grading information, coordinate locations for utilities and features, and cautions regarding existing underground infrastructure including sewer, water, storm drain, and communications lines that must remain in place.

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BTM BOT

BP BAS

BRG BEA

BTW BET

BVCE BEG

BVCS BEG

C CUR

C TO C CEN

C&G CUR

CB CAT

CDF CO

CF CUB

CI CAS

CIP CAS

CJ CO

CL CEN

CLR CLE

CMP CO

CO CLE

COMM CO

CONC CO

CONN CO

CONST CO

CONT CO

COOR COO

COR CO

REP

CP CO

CPEP CO

CPLG CO

CSBC CRU

BAS

CSP CO

CTJ CO

CTR CEN

CTRL CO

CU CO

CVT CUL

CW COT

CWF CO

CY CUB

D DRA

DB DUC

DBL DOU

DC DEC

DEG DEG

DEMO DEM

DEPT DEP

DET DET

STORM DRAINAGE MANHOLE/VAULT

WATER HOSE BIB

THRUST BLOCK

WATER VALVE

WATER VAULT

FIRE HYDRANT

POWER/ELECTRIC RISER

POWER/ELECTRIC VAULT

GUY WIRE

POWER/ELECTRIC POLE

POWER/ELECTRIC TRANSFORMER

TELEPHONE RISER

TELEPHONE PEDESTAL

TELEPHONE VAULT

PAVEMENT MARKING: ADA PARKING SYMBOL

PAVEMENT MARKING: CROSSWALK LINE

PAVEMENT MARKING: STOP BAR

DECIDUOUS TREE (SPECIES & TRUNK SIZE)

CONIFEROUS TREE (SPECIES & TRUNK SIZE)

COMMUNICATIONS VAULT

GAS METER

FIRE DEPARTMENT CONNECTION

WATER METER

POWER/ELECTRIC HANDHOLE

LIGHT BOLLARD

LIGHT POLE

EPOWER/ELECTRIC MANHOLE

ROOF DRAIN CLEANOUT WITH COLLAR

TP-08

TP-03

AB-03

TP-09

TP-02

TP-10

TP-01

AB-02

N 3°

2" E

.3 1'

N 3°

N90°00'00"W 1

LOC

LOC LOC LOC LOC

LOC

INF

BLDG 116

CONSTRUCTION STAGING & LAYDOWN AREA

O R

D R

TP-04

TP-06

AB-01

TP-08

TP-03

LOC LOC

LOC

LOC LOC

LOC

TYP

LOC LOC LOC

LOC

C LOC LOC LOC LOC

C LO

LOC

(3) TYP

TYP

LOC

TTP-02

TP-01

LOC LOC LOC LOC LOC

LOC

CAUTION: EXISTING

SEWER LINE TO REMAIN

CAUTION: EXISTING C

CAUT

COMM

CAUTION: EXISTING

COMM LINES TO REMAIN

CAUTION: EXISTING

WATER LINE TO REMAIN

CAUTION: EXISTING

STORM DRAIN LINE TO REMAIN

CAUTION: EXISTING

SEWER LINE TO REMAIN

8 CAUTION

AND DRA

3 CAUTION: EXISTING S

LOC

LOC LOC LOC

LOC

CAUTION: EXISTING

COMM LINES TO REMAIN

CAUTION: EXISTING

WATER LINE TO REMAIN

CAUTION: EXISTING

STORM DRAIN LINE TO REMAIN

CAUTION: EXISTING

SEWER LINE TO REMAIN

TYP

CAUT

COMM

CAUTION: EXISTING

SEWER LINE TO REMAIN 3

3 CAUTION: EXISTING

SEWER LINE TO REM

LOC LOC LOC LOC

LOC LOC LOC LOC LOC

CAUTION: EXISTING

SEWER LINE TO REMAIN 3

3 CAUTION: EXISTING

SEWER LINE TO REM

41ST DIVISION WAY

LOC

INFANTRY D

BLDG 116

ALIGNMENT: ARMO

PC: 17+30.42

PT: 17+40.61

L11

C12

C32

L45C44

POV PARKING LOT

AIR SUPPORT

OPERATIONS CENTER

BASE BID

BOA 0+00 00

1+00

PC: 0+79.88

PC: 2+43.93

PC: 4+57.03

PT: 1+88.23

PT: 2+80.11

PT: 5+05.54

' F

ACCESS ROAD (INFANTRY DR)

PC: 23+02.69 PT: 24+46.88

L43

EOA 18+80.75

N657037.48 E1124125.81

BOA 17+00.00

N656856.90 E1124129.42

L33

L31

EOA: 27+22.89

N656865.98 E1124563.40

23+00 24+00 25+00 26+00 27+00

BID

PROJECT CONTROL

AHBL #121 REBAR & CAP

N656864.42, E1124498.50, EL 261.29

SITE FENCING

(BID OPTION 1C)

(BID OPTION 2)

PAVE INFANTRY DR IN

FRONT OF BUILDING

(BID OPTION 5)

S H

O R

FDC

HH HH

BLDG 116

ALIGNME

22+00 23+00

24+00 25+00 26+00 27+00

0+00

1+00

18+81

17+00

18+00

CCESS ROAD

MAIN ENTRANCE

TO FACILITY

30'

FIRE PUMP ROOM

FIRE DEPARTMENT

CONNECTION (FDC),

2 1/2" HOSE VALVES

R150.00'

R150.00' R1

AIR SUPPORT

OPERATIONS CENTER

INF

ALIGNMENT: ACCESS ROAD (INFANTRY DR)

30'

CB DIV

T ACCESS

FDC

20 4.67'W x5.00'L

25 12.00'W x10.17'L

25 16.00'W x10.17'L

(4) TYP

20 4.67'W x5.00'L 204.67'W x5.00'L

2516.50'W x10.00'L

(2) TYP

204.67'W x5.00'L

(2) TYP

2512.00'W x10.00'L

127 126

129 5+

R25.0'

30.0'

LIMITS OF MSE WALL

SOIL REINFORCEMENT

5.0' TYP

/FO

PARKING SHELTER 2

BID OPTION 1B

19+00

1102 1103

11071118

11191120

6 R25 .0'

STA 19+15.24

1127 1128 1124

BID OPTION 1A 1106BID OPTION 1B

BID OPTION 1B

BID OPTION

BID OPTION 1B

BID OPTION 1C

BID OPTION 1B

ON 1B

BID OPTION 1B

PARKING SHELTER 1

BID OPTION 1B

PARKING SHELTER 3

BID OPTION 1B

15.00'W x15.00'L

BID OPTION 1B

R25.0'

FOC

R25.0FOC

19+00

R262.0'

FOC

STA 19+15.24

HH HH

ALIGNMENT:

ACCESS ROAD

ARMOR DR

INTERSECTION

C402

5 6.00'W

12.0'

VARIES

(TRANSITION)

0' x5.00 L

5.0' CHAMFER, TYP

R 1670.67'

208210

R4.5'

213 214DRAINAGE SWALE DRAINAGE SWALE

R12.0'

R87.4'

FOC

222 223

STA 26+33.96

STA 1+18.49

STA 26+98.49

1+00 2+00

R2 0.

25+00 26+00

27+00

HH HH

ACCESS ROAD

5.00'W

ACCESSIBLE

PARKING

C402

6 6

.0'

42.0'

11.0' 60.0'

5.00'W

R123.0'

FOC

R63 .0'

R52.0'

FOC

R34.0'

FOCR

10.0'

R2.0'

FOC

R2 .0

R2.0'

FOC

2.0'

R10.0'

FOC

21222123

2128 2148

21762177

60.0'

INSET

1+00 2+00

25+00 26+00 27+00

HH HH

STA 26+33.96

21 21

R 1476.0'

25072504

25082505

21 21

1+00 2+006

ACCESS ROAD

25+00 26+00 27+00

ALIGNMENT: ACCESS ROAD

STA 22+5

21+00

22+00

41ST DIVISION WAY

ALIGNMENT: ACCESS ROAD

21+00

24.0'

R5.3'R4.5' R10.0'

R15.0'

ALIGNMENT: ACCESS ROAD

STA 22+5

FDC

HH HH

DIV

INF

BLDG 116

AIR SUPPORT

OPERATIONS CENTER

SF SF

FDC

O R

SF SF SF

FDC

O R

HH HH

SF SF

HH HH

8 4

HH HH

MHLP

8 4

41ST DIVISION WAY

9 TYP

INF

BLDG 116

FFE 261.00

AIR SUPPORT

OPERATIONS CENTER

F F

C C

F F

FDC

HH HH

DIV

INFILTRATION

GALLERY A

R D

RD RD RD RD

R D

FD FD

W W W W

W W

HHHH

AIR SUPPORT

C401

MECHANICAL

YARD

C C

C C C

C C

C301

1 2

TOA @ BLDG

FDTN 260.50, TYP

STOOP @

2.0%, TYP

TCDR

260.98, TYP

TCOHD 260.98, TYP

-1.9%

-2 .4

3:1 MAX @ OHD, TYP

O R

D R

C301

R D

RD RD RD RD

R D

FD FD

W W W W

W W

HHHH

AIR SUPPORT

MSE RETAINING WALL PER

PROFILE, SHEET C201-1

OW AP

1124241.83

STA 1+36.46, BOW AP

N 657334.15, E 1124360.47

MATCH EXST TOA, TYP

-1.0%

-1 .0%

-1.0%

-1.0% -1 .0

-1 .0

-1.0%

-1 .0

-1.0%

O R

D R

E5+

BID

PTIO

GRADE POINTS (BID OPTION 1B), TYP

19+00

DRAINAGE

(BID OPTION 1B), TYP

ALL OF THE DRAINAGE SYSTEM INSTALLED IN THE BASE BID & BID OPTION 1B

REMOVE 12" PIPE FROM BASE BID DITCH

LINE & REPLACE WITH 12" PIPE FROM CB-4B

+00

1+00

2+00

3+00

R D

RD RD RD RD

R D

FD FD

W W W W

W W

HHHH

AIR SUPPORT

19+00

O R

D R

ELP

CBCB

MATCH EXST TOA

W W W W W

HH HH

RD RD

UGC UGC UGC

FD FD

UGEE

ADJUST MANHOLE

RIM EL 258.33

F F F F

F N:656882.63 E:1124339.88

N:656882.45, E:1124476.04, C

1+00 2+00

ADJUST MANHOLE RIM EL 261.35

STA 1+18.5 - 1+7

HALF ROAD CRO

TRANSITION

1 2

@ 0%

MATCH EXST TOA

MATCH EXST T

27+2325+00 26+00

27+00

1 2

HH HH

RD RD

UGC UGC UGC

FD FD

UGEE

F F F

INFILTRATION GALLERY D

1 - 60" DIA x 70 LF

TOP OF PIPE ELEV = 253.80

BOTTOM OF PIPE ELEV = 248.80

INV IN: 249.52

C302

MATCH EXST TOA, TYP

-2.6%

MATCH EXST

TOA, TYP

-1.0%

-1.0% -1.0%

-3.2%

-1 .0%

-4.3%

-4 .9%

-1 .4

-1 .0

-1.2%

-1.0%

-3 .5%

-1 .0%

-3.0%

-2.1%

-0.5%

HH HH

RD RD

UGC UGC UGC

FD FD

UGEE

F F F F

27+2325+00 26+00

27+00MATCH EXST TOA

N:656827.69 E:1124010.00

C C

14C302

21+00

22+00

S H

O R

INF

BLDG 116

AIR SUPPORT

OPERATIONS CENTER

W W

W W W W

G G

FDC

HH HH

DIV

R D

UGC

U G

FD FD

UGE

R D

RD RD RD RD

R D

FD FD

W W W W

W W

4 AR

O R

D R

N 657245.15 E 1124329.31

N 657209.15 E 1124329.31

.30

N 657168.68 E 1124366.40

N 657280.08 E 1124492.99

N 657280.08 E 1124461.26

N 657263.13 E 1124444.31

N 657168.68 E 1124444.31

N 657245.15 E 1124444.31

150 LF

78 LF

N 657143.63 E 1124376.31

IE 255.46

54 LF

N 657134.82 E 1124226 14

(4) TYP

13 LF

N 657215.15 E 1124258.64

93 LF

N 657215.15 E 1124306.81

15 15

17 N 657215.15, E 1124344.78

(2) TYP

17 LF

N 657215.15 E 1124376.31

IE 253.90

15 LF

17 N 657175.74

E 1124376.31

N 657153.80 E 1124376.31

IE 254.51

115 LF

N 657180.65 E 1124226.14

15 LF

SET BOTTOM OF FIRE HYDRANT

SAFETY FLANGE AT MINIMUM EL 257.30

PROVIDE MINIMUM

4.5' COVER AT TEE

32 LF

N 657115.58, E 1124414.53, IE 255.05

FERENCE ONLY,

OR DESIGN, TYP

FDC

R D

RD RD RD RD

R D

FD FD

W W W W

W W

CBCB

O R

D R

N 657372.12 E 1124511.8614

ELECTRIC SHOWN FOR REFERENCE ONLY,

SEE ELECTRICAL PLANS FOR DESIGN, TYP

R D

RD RD RD RD

R D

FD FD

W W W W

W W

O R

D R

N 657 E 112

HH HH

RD RD

UGC UGC UGC

FD FD

UGEE

COMM DUCT BANK

ARMOR DRIVE

N 656872.98, E 1124521.63

N 656809.75 E 1124521.76

N 656801.66 E 1124534.12

N 656853.24 E 1124510.67

POC: N 656853±, E

POC IE 253.90

295 LF

14 N 656846.48 E 1124406.11

48 LF

15 LF

36± LF

E 1124355.32

IE 254.90

15 4 @ 20' OC,

3 LF17

N 656801.87 E 1124509.25

ELECTRIC SHOWN FOR REFERENCE ONLY,

62 LF

HH HH

RD RD

MHMH

UGC UGC UGC

FD FD

UGEE

ARMOR DRIVE

14N 656809.39 E 1124332.53

14N 656716.55 E 1124370.88

14 N 656666.45 E 1124433.58

14 N 656712.09 E 1124535.94

14N 656817.48 E 1124474.11

ELECTRIC SHOWN

FOR REFERENCE ONLY,

SEE ELECTRICAL

PLANS FOR DESIGN, TYP

HH HH

RD RD

MHMH

UGC UGC UGC

FD FD

UGEE

ARMOR DRIVE

14 N 656851.48 E 1124286.11

ELECTRIC SHOWN FOR REFERENCE ONLY,

41ST DIVISION WAY

14N 656731.29 E 1123826.51

14N 656820.76 E 1123913.81

14N 656612.53 E 1123787.53

I R

E L

A N

N O

P A

R K

I N

F I R

E L

A N

I R

E L

A N

N O

P A

R K

I N

F I R

E L

A N

F I R E L A N E - N O P A R K I N G

S H

O R

HH HH

DIV

INF

BLDG 116

AIR SUPPORT

OPERATIONS CENTER

FDC

O R

D R

E L

A N

N O

P A

R K

I N

F I R

E L

A N

N O

P A

R K

I N

F I R

E L

A N

N O

P A

R K

I N

F I R

E L

A N

N O

P A

R K

I N

M O

6 @ 9' = 54'14.5'

35.0' 25' TYP 26.0'

TYP

FDC

' 11

14.5'

35.0'

10'

10.0'

25.0'

E L

A N

N O

P A

R K

I N

F I R

E L

A N

N O

P A

R K

I N

F I R E L A N

E - N O

P A R K I N

F I R

E L

A N

N O

P A

R K

I N

F I R

E L

A N

N O

P A

R K

I N

FDC

7 @ 16.7' = 116.7'

12 @ 10' = 120'

79.8'

26' TYP

TYP

26' TYP

TYP

FDC

10.00'

TYP

46.8'

M O

O R

12'

HH HH

4 N656865.98

E1124492.42

N656843.98 E1124528.879

N656842.41 E1124514.96 4

N656840.69 E1124492.42 9

HH HH

9' 9'

6 @ 9' = 54'

TYP

18'

6 @ 9' = 54'

18'

6 @ 9'

4 @

9' = 36'

18'

7 @

9' = 63' (FO

18' 6.

18'

10 @ 9' = 90'

TYP

N656836.66 E1124332.78 10

N656819.66 E1124332.78 10

N656802.66 E1124332.78 10

N656851.98 E1124441.61

N656847.48 E1124457.24 9

N656751.67 E1124549.439

N656763.20 E1124533.914

24'

HH HH

MHLP

5 6

N656877.98 E1124348.88

N656853.98 E1124348.88

41ST DIVISION WAY

12'

1+00

2+00

3+00

ALL PROFILE - STA 0+00 TO STA 3+73 (BID OPTION 1A)

" = 5'

0.67%

C H

G O

N G

L O

+8 0.

-2.38%

C H

G O

N G

L O

3+00

4+00

5+00

(BASE BID & BID OPTION 6)

23+00

24+00

25+00

26+

-4.90%

PVI STA 20+78.19

PVI EL 253.68

K 26.25

LVC 177.7'

C S

LOW PT STA 21+18.03

LOW PT EL 254.88

PROPOSED GRADE

FANTRY DRIVE - STA 21+92 TO STA 26+99 (BASE BID & BID OPTION 5)

SCALE:

C121-1

TYPICAL GOV PARK

NTS

PTION 1A)

GRADE

EDGE OF PAVEMENT1

BASE

BID

C503

MSE

RETAINING

WALL

TOP OF BID OPTION 1A GRAD

6 IN BELOW TOP OF WALL

C201-1

EXISTING

BID OPTION 1A FINISH GRADE

3:1

GRADE BREAK LINE

TOP OF BID OPTION 1A GRADE

6 IN BELOW TOP OF WALL

SCALE:

C121-1

TYPICAL GOV PARK

NTS

PTION 1A)

GRADE

EDGE OF PAVEMENT1

BASE

BID

C503

MSE

RETAINING

WALL

TOP OF BID OPTION 1A GRAD

6 IN BELOW TOP OF WALL

C201-1

EXISTING

BID OPTION 1A FINISH GRADE

3:1

GRADE BREAK LINE

TOP OF BID OPTION 1A GRADE

6 IN BELOW TOP OF WALL

42.00'

MIX ASPHALT

2:1 MAX 1%

0.50'

SCALE:

C123-3

TYPICAL PAVED ROAD SECTION - INFA

NTS

BASE BID)

3:1 MAX

0.50'

3:1 MAX

CEMENT CONCRETE

TRAFFIC CURB

3:1

6" CRUSHED SURFACING BASE COURSE (CSBC)

SUBGRADE PREPARATION

6" HOT MIX ASPHALT

42.00'

MIX ASPHALT

2:1 MAX 1%

0.50'

SCALE:

C123-3

TYPICAL PAVED ROAD SECTION - INFA

NTS

BASE BID)

3:1 MAX

0.50'

3:1 MAX

CEMENT CONCRETE

TRAFFIC CURB

3:1

6" CRUSHED SURFACING BASE COURSE (CSBC)

SUBGRADE PREPARATION

6" HOT MIX ASPHALT

20" CRUSHED SURFACING BASE COURSE (CSBC)

L GRAVEL ROAD SECTION - INFANTRY DRIVE WITHOUT SIDEWALK (BASE BID)

3:13:1

ROAD SECTION - INFANTRY DRIVE WITH SIDEWALK (BID OPTION 5)

24.00'3.75'1.50'3.75'

3:13:1

R WSDOT STD. PLAN

SHEET C502

SUBGRADE PREPARA

6" HOT MIX ASPHALT

20" CRUSHED SURFACING BASE COURSE (CSBC)

L GRAVEL ROAD SECTION - INFANTRY DRIVE WITHOUT SIDEWALK (BASE BID)

3:13:1

ROAD SECTION - INFANTRY DRIVE WITH SIDEWALK (BID OPTION 5)

24.00'3.75'1.50'3.75'

3:13:1

R WSDOT STD. PLAN

SHEET C502

SUBGRADE PREPARA

6" HOT MIX ASPHALT

LINK FENCE,

UT SLATS OR

D WIRE, PER

1/C505

AIL 9/S501, TYP (4)

COOLER

CHILLER

RAISED CONCRETE

EXTERIOR EQUIPMENT PAD

PER DETAIL 9/S501, TYP (4)

TOP OF PAD

EL 260.85

TOP OF PAD

EL 260.54

-2.0%

D RD

UGE

ELECTRICAL

PRIMARY

3" TYPE "K"

WATER SERVICE,

MIN 3.0' COVER

" NATURAL GAS,

IN 3.0' COVER

8" ROOF DRAIN

COLLECTOR

R2 5.

' F

O C

CG PT

N 656877.98 E 1124475.79

END CG

N 656877.98 E 1124474.77

CG PC

N 656853.98 E 1124479.42

CG MP

N 656847.96 E 1124495.70

BEGIN CG

N 656853.98 E 1124474.17

C301

M O

R D

MSE RETAINING WALL

TOP OF SLOPE GRADE BREAK

LINE (BID OPTION 1A) AT BACK

OF CURB (BID OPTION 1B)

-3 :1

TOP OF GRADE 6 IN

BELOW TOP OF WALL, TYP

GRADE

BREAK LINE

GRADE

BREAK LINE

LE:

OLLARDS AT BUILDING WEST ACCESS

NLARGED SITE LAYOUT PLAN

1" = 5'

SCALE:

C123

INFANTRY DRIVE - ENLARGED

1" = 10' 20 40

X X X X X X X X

SCALE:

MECHANICALLY STABILIZED EARTH (MSE) RETAINING WALL (BID

NTS

X X X X X X X X

EXISTING

GRADE

4.0' MIN

8' MIN REINFORCED ZONE

X X X X X X X

OVERHEAD

DOOR OPENING

UILDING FACE

HEAD DOOR OPENING

1/4 SLAB THICKNESS

DEPTH OF

INITIAL SAWCUT

(D)

PAVEMENT

THICKNESS

(T)

1/6 SLAB THICKNESS

<12" 12" - 18"

>18"

JOINT TABLE

NOTES:

1. SEALANT GEOMETRY PER SEALANT MANUFACTURER'S RECOMMENDATIONS.

2. FIELD MOLDED JOINT SEALANTS PER SPECIFICATION SECTION 32 01 19.

3. BACKER ROD SHALL BE 1/8" WIDER THAN JOINT CAVITY WIDTH.

4" SCH 40 PERF PVC; EXTEND TO NEAREST

DAYLIGHT POINT OR CONNECT TO

INFILTRATION GALLERY (TBD BY CONTRACTOR)

SCALE:

JOINTING / SEALANT TABLE AND NOTES

NTS

PLAN

BRACE

RAIL

BOLT & NUT

T LUG

M RAIL

TRUSS ROD

KLE

E POST

BAND

SCALE:

TYPICAL SINGLE CANTILEVERED SLIDING GA

NTS

ROD

2" SQ

UPRIGHT

UPRIG

X X X X X X X X X X X X

XXXX

X X X XX X X X

DIRECTION OF GATE SWING, TYPGATE FRAME

CHAIN-LINK FABRIC

3 VERTICAL STRANDS

OF BARBED-WIRE

20' GATE OPENING

SEE FOUNDATION

ATTACH FENCE

POST TO

STRUCTURE PER

SPECIFICATIONS

GATE LEAF GATE LEAF

GATE FRAME

3 STRANDS

OF BARBED-WIRE

4" D

POS

10'-0" MAX., ALL POST SPACING

12"

3" C

CONCRETE FOOTING FOR LINE

POST IN PERMANENT FENCE

3' -4

FRAME & COV

CONC COLLA

PLAN

VARIES

4" PERF PERIMETER FTG

DRAIN, SEE DETAIL 5/S502

6" PVC

45° BEND

4x6/5x7 DOWNSPOUT

CI DOWNSPOUT SHOE

MANUFACTURER'S

STD TRANS

CPLG

CI F

DOWNSPOUT

FINISH GRADETR

C H

WATERIGHT

VAULT WITH

B H

2' -0

" R

O M

" M

MAINLINE PIPE

RISER EXTENSION

FLAT BAND SHOWN,

MAY VARY (NO GASKET)

SCALE:

TYPICAL INFILTRATION GALLE

NTS

CMP AND RISER ELEVATION

OTES:

58"

L T N Y

FRAME AND COVER/

GRATE WITH GRADE

RINGS AS REQUIRED.

GRADE RINGS TO BE

PROVIDED AND

INSTALLED BY

CONTRACTOR. VARIES

38" 10"

TYP.

ELEVATION VIEW

2" C

R T

1" G

. A

INFILTRATION GALLERY C

FAX

SF0811

STORMFILTER

STANDARD DETAIL

ER VARIES)

N.T.S.

NLESS NOTED OTHERWISE.

RENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.

AILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS om

RE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS

LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE EER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO

LOGO.

LLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL

ME SHALL BE AT LEAST 38 SECONDS.

ILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).

ECAST CONFORMING TO ASTM C-857 AND AASHTO LOAD FACTOR DESIGN METHOD.

R ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE

WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER VAULT (LIFTING

T BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT.

D GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR.

EASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.

WIDTH HEIGHTANTI-FLOTATION BALLAST

NOTES/SPECIAL REQUIREMENTS:

* PER ENGINEER OF RECORD

THIS PRO

U.S. PATE

ELEVATION SECTION A-A

R A

(H ) I

O U

INLET PIPE

FLOW KIT

OUTLET SUMP

HDPE OUTLET RISER

FRAME AND COVER

(DIAMETER VARIES)

N.T.S.

www.contechES.com

INF

BLDG 116

AIR SUPPORT

OPERATIONS CENTER

' F

O R

D R

HHHH

05 , TYP.

HHHH

HH HH

DRAINAGE SWALE DRAINAGE SWALE

HH HH

DRAINAGE SWALE DRAINAGE SWALE

09 , TYP.

TYP.

HH HH

DRAINAGE SWALE DRAINAGE SWALE

LPMH

CHAIN LOCK TREE TIE

2" DIA. WOOD TREE STAKE,

(2) PER TREE

TREE WITH STRONG

CENTRAL LEADER

MULCH LAYER, KEEP CLEAR

FROM TRUNK

4" HIGH SOIL SAUCER

BEYOND EDGE OF ROOT BALL

FINISH GRADE

3' -6

" M

5' H

SCALE:

GROUNDCOVER PLANTING

NTS

EXISTING SUBGRADE

NOTE:

1. FOR TREES PLACED IN SEEDED AREAS

FORM 5' DIA. MULCH RING.

2. PROVIDE MULCH TYPE AS INDICATED IN

PLANS AND IN DETAILS 1/L502 & 2/L502.

5. PLACE NON-WOVEN WEED CONTROL FABRIC

SEPARATION. SEE NOTES FOR TREE

PLANTING.

6. CUT HOLE IN WEED CONTROL FABRIC 1X THE

SIZE OF SHRUB OR GROUNDCOVER

CONTAINER SIZE.

METER & PARKING ISLANDS)

UNDISTURBED EXISTING SOIL

OR IMPORTED SOILS

COMPACTED TO 85% MAX

DENSITY

AMENDED SUBGRADE SOILS

SCALE:

SOIL PREPARAT

NTS

PREPARED SOIL (TYPE 1)

THOROUGHLY WATER,

SETTLE SOIL BACKFILL

MULCH

OF SEEDED LAWN,

ALKS.

NOTE:

PLANT TREES PRIOR TO PLACING WEED CONTROL FABRIC

NOTE:

PROVIDE EXPANSION JOIN SIMILAR

QUERCUS GARRY

GARRY OAK

GROUNDCOVERS

JUNIPERUS CONFER

BLUE PACIFIC SHOR

SYMBOL QTY. SCIENTIFIC NAME

PLANTING SCHEDULE: BID

TREES

ACER SACCHARU

GREEN MOUNTA

POPULOUS TREM

PRAIRIE GOLD AS

AMELANCHIER LA

SNOWCLOUD SER

LAVANDULA ANGU

HIDCOTE BLUE EN

MAHONIA AQUIFO

COMPACT OREGO

SHRUBS

ARCTOSTAPHYLOS

GROUNDCOVERS

MCJ MCJ

MCJ

MCJ MCJMCJ

MCJMCJ

MCJ MCJ MCJ

MCJ

NOTE 3

A507

A505

SIM

A506

SIM

File details come from the government source that posted it. Updated Mar 2, 2026.