W912HV-16-B-0004_AM0003_PLANS.PDF

TITLE

SCALE: 1=XXX

X

X

X

SYMBOL LEGEND

"X" IS THE UNIQUE ID

OF THE DRAWING OR

DETAIL ON THE SHEET

WHERE IT IS DRAWN.

IN DRAWING TITLES "SHT"

REFERS TO THE FIRST

SHEET WITH A CALL-OUT

TO THE DRAWING. IF IT

HAS NO CALL-OUTS, IT

REFERS TO THE SHEET

WHERE THE DRAWING

RESIDES.

IN A CALL-OUT, "SHT"

REFERS TO THE SHEET

WHERE THE DETAIL IS

DRAWN

DRAWING

TITLE

ELEVATION

DETAIL

CALL-OUT

SECTION

DETAIL

CALL-OUT

ENLARGED

DETAIL

CALL-OUT

SHT

X

FIRE PROTECTION

TITLESEQ. SHEET

INDEX OF DRAWINGS

GENERAL

ARCHITECTURAL

G-001 COVER SHEET

ARCHITECTURAL ABBREVIATIONS, NOTES, LEGEND,

SYMBOLS AND PATTERNS

BUILDING AIR BARRIER DIAGRAM AND ZONE DEFINITIONS

LIFE SAFETY AND CODE ANALYSIS

OVERALL FIRST FLOOR PLAN

OVERALL SECOND FLOOR PLAN

REFLECTED CEILING PLANS

SIGNAGE AND FURNISHINGS PLAN

ROOF PLAN

ELEVATIONS

ELEVATIONS

BUILDING SECTIONS

BUILDING SECTIONS

WALL SECTIONS

WALL SECTIONS

PARTITION TYPES

CANOPY DETAILS

ENLARGED FIRST FLOOR ADMIN BUILDING PLAN

ENLARGED SECOND FLOOR ADMIN BUILDING PLAN

ENLARGED KENNEL 1 PLAN (NORTH)

ENLARGED KENNEL 2 PLAN (SOUTH)

ENLARGED FLOOR PLANS AND ELEVATIONS

MISCELLANEOUS DETAILS

MISCELLANEOUS DETAILS

MISCELLANEOUS DETAILS

ENLARGED CASEWORK DETAILS AND ELEVATIONS

ACCESSIBILITY AND MISCELLANEOUS DETAILS

ROOM FINISH AND MATERIAL SCHEDULES

AG001

A-001

A-100

A-101

A-102

A-103

A-104

A-105

A-201

A-202

A-301

A-302

A-303

A-304

A-305

A-306

A-401

A-402

A-403

A-404

A-405

A-501

A-502

A-503

A-504

A-505

A-602

G-003 PROJECT LOCATION AND VICINITY MAP

S-520 KENNEL SECTIONS, DETAILS AND FOOTING SCHEDULE

S-530 RETAINING WALL SECTIONS63

S-531 RETAINING WALL SECTIONS64

S-532 RETAINING WALL SECTIONS

S-533 RETAINING WALL SECTIONS

F-101

F-102

F-401

FA001

FA101

FA102

FA103

FA104

FA105

FA106

FA501

FA601

FA602

FIRST FLOOR FIRE PROTECTION PLAN

SECOND FLOOR FIRE PROTECTION PLAN

ENLARGED FIRE PROTECTION PLAN

FIRE ALARM SYSTEM LEGEND

FIRE ALARM SYSTEM PLAN FIRST FLOOR, AREA A

FIRE ALARM SYSTEM PLAN FIRST FLOOR, AREA B

FIRE ALARM SYSTEM PLAN FIRST FLOOR, AREA C

FIRE ALARM SYSTEM PLAN FIRST FLOOR, AREA D

FIRE ALARM SYSTEM PLAN FIRST FLOOR, AREA E

FIRE ALARM SYSTEM PLAN SECOND FLOOR, AREA A

FIRE ALARM SYSTEM DETAILS

FIRE ALARM SYSTEM RISER DIAGRAM

FIRE ALARM SYSTEM INPUT-OUTPUT MATRIX

S-701 RETAINING WALL PROFILES

TITLESEQ. SHEET

S-521 KENNEL SECTIONS AND DETAILS

PLUMBING

P-101

P-102

P-103

P-104

P-105

P-106

P-107

FIRST FLOOR PLUMBING PLANS - AREA A

PLUMBING PLAN KENNEL 1 - AREA B

PLUMBING PLAN KENNEL 1 - AREA C

PLUMBING PLAN KENNEL 2 - AREA D

PLUMBING PLAN KENNEL 2 - AREA E

SECOND FLOOR PLUMBING PLAN - AREA F

UNDER SLAB RADON MITIGATION SYSTEM PIPING PLAN

S-522 KENNEL SECTIONS AND DETAILS

S-700 RETAINING WALL PROFILES

MECHANICAL

M-001

M-101

M-102

M-103

M-104

M-105

M-106

M-107

M-108

M-109

M-501

M-502

M-601

M-602

M-701

M-702

M-703

M-704

MECHANICAL LEGENDS

FIRST FLOOR HVAC PLANS - AREA A

KENNEL 1 HVAC PLAN - AREA B

KENNEL 1 HVAC PLAN - AREA C

KENNEL 2 HVAC PLAN - AREA D

KENNEL 2 HVAC PLAN - AREA E

SECOND FLOOR HVAC PLAN - AREA F

FIRST FLOOR PIPING PLAN - AREA A

KENNEL 1 AND KENNEL 2 PIPING PLANS - AREAS B - E

SECOND FLOOR PIPING PLAN - AREA F

MECHANICAL DETAILS I - PIPING SCHEMATICS

MECHANICAL DETAILS II

MECHANICAL SCHEDULES I

MECHANICAL SCHEDULES II

MECHANICAL SYSTEM CONTROLS I

MECHANICAL SYSTEM CONTROLS II

MECHANICAL SYSTEM CONTROLS III

MECHANICAL SYSTEM CONTROLS IV

ELECTRICAL

E-001

ES101

ES501

ES502

EC501

EC502

EC503

EG101

EG501

EG601

EL101

EL102

EL103

EL104

EL105

EL106

EL501

EL601

EL602

EL603

EL604

EP101

EP102

EP103

EP104

EP105

EP106

EP107

EP108

EP109

EP110

EP111

EP112

ELECTRICAL LEGEND

ELECTRICAL SITE PLAN

ELECTRICAL DETAILS I

ELECTRICAL DETAILS II

ELECTRICAL CATHODIC PROTECTION DETAILS I

ELECTRICAL CATHODIC PROTECTION DETAILS II

ELECTRICAL CATHODIC PROTECTION DETAILS III

GROUNDING & LIGHTNING PROTECTION PLAN

ELECTRICAL GROUNDING & LPS DETAILS

ELECTRICAL GROUNDING DIAGRAM

LIGHTING PLAN FIRST FLOOR, AREA A

LIGHTING PLAN FIRST FLOOR, AREA B

LIGHTING PLAN FIRST FLOOR, AREA C

LIGHTING PLAN FIRST FLOOR, AREA D

LIGHTING PLAN FIRST FLOOR, AREA E

LIGHTING PLAN SECOND FLOOR, AREA A

LIGHTING DETAILS I

LUMINAIRE SCHEDULE

LUMINAIRE DETAILS I

LUMINAIRE DETAILS II

LUMINAIRE DETAILS III

POWER PLAN FIRST FLOOR, AREA A

POWER PLAN FIRST FLOOR, AREA B

POWER PLAN FIRST FLOOR, AREA C

POWER PLAN FIRST FLOOR, AREA D

POWER PLAN FIRST FLOOR, AREA E

POWER PLAN SECOND FLOOR, AREA A

POWER PLAN FIRST FLOOR, AREA A

MECHANICAL AND PLUMBING POWER PLAN FIRST FLOOR, AREA B

MECHANICAL AND PLUMBING POWER PLAN FIRST FLOOR, AREA C

MECHANICAL AND PLUMBING POWER PLAN FIRST FLOOR, AREA D

MECHANICAL AND PLUMBING POWER PLAN FIRST FLOOR, AREA E

MECHANICAL AND PLUMBING POWER PLAN SECOND FLOOR, AREA A

PLUMBING

P-501

P-502

P-503

P-504

P-505

P-506

P-507

P-601

PLUMBING SYSTEM RISER DIAGRAMS I

PLUMBING SYSTEM RISER DIAGRAMS II

PLUMBING SYSTEM RISER DIAGRAMS III

PLUMBING SYSTEM DETTAILS I

PLUMBING SYSTEM DETTAILS II

PLUMBING SYSTEM DETTAILS III

RADON MITIGATION SYSTEM DETAILS

PLUMBING EQUIPMENT SCHEDULES

STRUCTURAL CON'T

C-101

C-102

C-103

C-104

C-104A

C-105

C-106

C-107

C-107A

C-108

C-109

C-110

C-111

C-301

C-302

C-303

C-304

C-305

C-306

C-307

C-308

C-309

C-501

C-502

C-503

C-504

C-505

C-505A

C-506

C-507

C-508

GENERAL NOTES AND ABBREVIATIONS

EXISTING CONDITION - 1

EXISTING CONDITION - 2

DEMOLITION PLAN

OVERALL SITE PLAN

SITE PLAN - A

SITE PLAN - B

SITE PLAN - C

OVERALL GRADING PLAN

GRADING PLAN - A

GRADING PLAN - B

GRADING PLAN - C

SITE UTILITY PLAN

SANITARY SEWER LINE "A" PLAN AND PROFILE

SANITARY SEWER LINE "B" PLAN AND PROFILE LIFT STATION

PLAN AND DETAIL

SANITARY SEWER FORCE MAIN "C" PLAN AND PROFILE

STORM DRAIN LINE "G" PLAN AND PROFILE

STORM DRAIN LINE "J" PLAN AND PROFILE

STORM DRAIN LINE "K AND L" PLAN AND PROFILE

STORM DRAIN LINE "M" PLAN AND PROFILE

WATER LINE "P" AND "R" PLAN AND PROFILE

WATER LINE "S" PLAN AND PROFILE

SITE DETAILS

SITE DETAILS - 2

SITE DETAILS - 3

WATERLINE DETAILS

DRAINAGE LINE DETAILS

DRAINAGE LINE DETAILS - 2

SEWER LINE DETAILS

TRASH ENCLOSURE DETAIL

FLOWDRAIN - FG200 CHANNEL SYSTEM

13.1

16.1

28.1

30A.1

32.1

2.1

C-505B DRAINAGE LINE DETAILS - 330B

A M

R

E V

I S

E D

S

Q

N

O S

A

A

D D

N

W

H E

T

B

INDEX OF DRAWINGS AND SYMBOL LEGENDG-002

90.1 A-406 ENLARGED STAIR PLANS AND SECTIONS

96.1 A-601 DOOR AND WINDOW SCHEDULE AND TYPES

A M

N=51630

N=51600

N=51570

N=51540

E

E

E

E

N=51630

N=51600

N=51570

N=51540

E

E

E

E

TBOX

EMH

TMH

TMH

FH

EMH

TP

TP

G

U

Y

I

R

E

TMH

AS

AS

AS

TP

AS

LP

S

IG

N

B

O

A

R

D

EMH

TMH

TV

TMH

TBOX

EMH

EMH

EMH

TMH

SIGNBOARD

TMH

GALVANIZED-IRON

FH

EMH

PROTECTION PILLAR

TP

TP

TP

TP

G

U

R

E

EMH

SIGNPOST

SIGNPOST

SIGNPOST

SIGNPOST

TMH

AS

AS

AS

AS

AS

AS

AS

AS

TP

EMH

TMH

TP

TBOX

EMH

72.75

AS

AS

AS

m

C

P

HIGH VOLTAGE

DANGER

PROTECTION PILLAR

WV

WV

TOP71.75

PIPE

TOP71.72

PIPE

LPLP

LP

LP

72.75

72.79

ENLARGED GRADING PLAN - A

SCALE: 1:200

KEY PLAN

SCALE: NTS

B U

L L E

C O

U R

A

V E

B U

L L E

C O

U

E

KENNEL 2

B

L

G

B

L

B

L

A

REFER TO STORM DRAIN PLAN AND PROFILES

FOR ADDITIONAL STORM DRAINAGE

INFORMATION.

CONTOUR INTERVAL IS 0.25m.

PROPOSED ELEVATIONS ARE IN METERS

UNLESS OTHERWISE NOTED.

ADMIN

FF = 59.80

TC59.65

FL57.86

MATCH

EXISTING

TOP OF

CONCRETE

CHUTE

MATCH

EXISTING

TC58.17

TC58.33

TC58.26

TC58.38

MATCH

EXISTING

FL57.90

FL58.15

TC59.79

TC59.68

TC59.64

TC59.75

FG59.62

FG59.70

FG59.59

TC59.64

TC59.79

TA59.60

TC59.57

TA58.18

TC58.48

TC59.79

FL59.48

TC59.50

FL58.04

FL59.40

FL59.35

FL59.09

FL59.13

TC59.28

FG59.46

FL59.47

FL59.45

TW60.50

FL59.44

TC59.68

FL58.88

TW58.88

TC58.94

FL58.77

FL58.75

FL57.93

FL57.92

FL57.86

FL57.84

FL59.68

FL58.11

FL58.10

FL57.97

MATCH

EXISTING

KENNEL 1

FF = 59.68

FL57.53

FL57.30

TC57.64

TC57.41

FL57.66

FL57.72

FL57.67

TC57.78

MATCH

EXISTING

FL58.02

FL57.98

TC57.72

TC57.82

TA±58.03

TA58.25

TC59.65

EXISTING

ROCK

LINED

CHANNEL

FG59.64

FG59.60

TA58.91

TA59.48

TC59.59

TA59.60

ADMIN

FF = 58.60

TW59.80

TC58.59

FL57.82

TW59.80

TA59.58

FL57.80

FL59.53

TA59.55

TC57.97

TA57.95

TA58.04

TC59.68

TC58.48

TW60.71

TC59.64

FL57.71

TA58.26

TA57.93

TC58.59

TC58.43

TA57.84

TC58.41

FG58.26

NEW ACO

FLOWDRAIN

(FG200)

58.25

FG58.30

FG58.20

UNDERGROUND STORM DRAIN DETENTION

STRUCTURE. SEE SHEET C-505A FOR DETAILS

AND SPECIFICATION 33 40 00 STORM DRAINAGE

UTILITIES FOR REQUIREMENTS.

RAISE EXISTING CONCRETE VAULT AND VALVE

BOXES TO ELEV. 58.02

INLINE STORM WATER TREATMENT DEVICE

CDS2025-5-C AND OR APPROVED EQUAL. SEE

SPECIFICATION 33 40 00 FOR ADDITIONAL

REQUIREMENTS.

1.

2.

3.

EXISTING CONCRETE

DRAINAGE CHUTE

FL59.26

TW60.15FG57.72

0 2.5 5 10 20m

FG57.97

FL57.94

FG58.03

FL57.86

FL57.40

TA58.17HP

m

TA±58.01

FG58.33

FG58.16

FG58.38

FG58.16

TC58.14

TA59.57

TC59.58

TC59.66

TC58.44

TC58.46

TC58.56

TC58.41

TC58.56

TC58.41

TC58.26

1.

2.

3.

TOP OF WALL ELEVATION

FINISHED GRADE (NONPAVEMENT) ELEV.

TW62.0

FG58.0

FINISHED FLOOR ELEVATION

FF58.0

TOP OF ASPHALT ELEVATION

TA58.2

INVERT ELEVATION

INV.51.0

TOP OF GRATE ELEVATION

TG58.2

TOP OF CONCRETE ELEVATION

TC58.2

FLOW LINE ELEVATION

FL58.0

FLOW LINE HIGH POINT ELEVATION

FL58.0HP

60.50 PROPOSED CONTOURS

HIGH POINT AT ASPHALT

TA58.2 HP

EROSION

CONTROL

RIP RAP

T

I N

I

FL56.30

FL56.34

FL56.17

FL56.11

R E

V I S

L

A R

G E

D

G

R A

D I N

G

P

L A

K

Y

O T

E S

A

M

N=51600

N=51570

N=51540

N=51510

E

E

E

E

E

E

N=51510

N=51540

E

E

E

E

E

E

N=51480

SD SURFACE

INLET M1

SAS MH A2

SAS MH A3

SD SURFACE

INLET G3

NEW SANITARY

SEWER "B", SEE

PLAN AND PROFILE

SHEET C-302

NEW SANITARY

SEWER "A", SEE

PLAN AND PROFILE

SHEET C-301

SD SURFACE

INLET J1

GRAPHIC SCALE

B

L D

G

B

L

D

SD MH G1

SD SURFACE

INLET G1

B

U

L

L

E

C

O

U

E

SITE UTILITY PLAN

SCALE: 1:300

O

K

I N

A

X

P

R

E

Y

O

K

I N

A

X

P

R

E

Y

NEW STORM DRAIN

LINE "G", SEE PLAN

AND PROFILE SHEET

C-304

KENNEL 1

T

A

K

CONSTRUCTION

EASEMENT

REFER TO SANITARY SEWER PLAN AND PROFILE

SHEETS FOR ADDITIONAL INFORMATION.

REFER TO TAPPING VALVE AND SLEEVE DETAIL ON

SHEET C-504 FOR CONNECTIONS TO EXISTING

WATER MAINS.

PROVIDE CATHODIC PROTECTION AT THRUST

BLOCKS, VALVES AND METALLIC FITTINGS. REFER

TO ELECTRICAL FOR SPECIFICATIONS.

REFER TO SHEETS C-504, C-505 AND C-506 FOR

UTILITY DETAILS.

REFER TO SPECIFICATION SECTION 33 11 00-WATER

DISTRIBUTION FOR WATER LINE AND ACCESSORY

SPECIFICATIONS.

CONTRACTOR SHALL COORDINATE PIPE SLAB

PENETRATIONS AND PROVIDE UNDERGROUND

PIPING IDENTIFIED BY KEYED NOTE 2 ON SHEET

F-101.

REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL

RE-LOCATE TO CONSTRUCT USWD.

1.

2.

3.

4.

5.

6.

7.

KENNEL 2

ADMIN

EXISTING WATERLINE.

FIELD VERIFY

LOCATION

NEW SAS LIFT STATION

MANHOLE A8 AND VAULT,

SEE SHEET C-302 FOR

DETAILS.

F

M

S

S

S

S

C.O.

SAS MH A1

SAS MH A4

SAS MH A5

EXISTING SAS MH

NEW SANITARY SEWER

FORCE MAIN, SEE PLAN

AND PROFILE SHEET

C-303

CONNECT TO EXISTING

300mm WATER LINE

PROVIDE TAPPING

SLEEVE

±N 51571.05

±E 41490.28

NEW FIRE HYDRANT

±N 51570.98

± E 41485.89, SEE

DETAIL SHEET C-504

NEW SANITARY

SEWER "A", SEE

PLAN AND PROFILE

SHEET C-301

C.O.

C.O.

C.O.

C.O.

FIRE HYDRANT

DIRECTION OF FLOW

150mm W

NEW FIRE HYDRANT,

SEE DETAIL SHEET

C504

150mm W

SAS MH A6

SAS MH A7

SAS MH C1

S

S

S

EXISTING WATERLINE.

FIELD VERIFY

LOCATION

SD MH G2

SD MH G3

SD SURFACE

INLET G2

600mm SD 600mm SD

SD MH G4

UNDERGROUND STORM WATER DETENTION

(USWD) STRUCTURE. SEE SHEET C-505A, C505B

FOR DETAILS.

1.

NEW STORM DRAIN

LINE "J", SEE PLAN

AND PROFILE

SHEET C-305

SD MH J1

200m m

F D

NEW STORM DRAIN

LINE "L", SEE PLAN

AND PROFILE

SHEET C-306

NEW STORM DRAIN

LINE "M", SEE PLAN

AND PROFILE

SHEET C-307

NEW STORM DRAIN

LINE "M", SEE PLAN

AND PROFILE

SHEET C-307

SD SURFACE

INLET K1

SD SURFACE

INLET M1

SD SURFACE

INLET L1

SD MH K1

EXIST. FIRE HYDRANT

4-14 (STATIC HYDRANT)

ELEV ± 60.57

B

L D

G

CONNECT TO

EXISTING

300mm WATER LINE

PROVIDE TAPPING

SLEEVE

CONNECT TO EXISTING

300mm WATER LINE

PROVIDE TAPPING

SLEEVE

±N 51536.59

±E 41490.86

150mm FD

CONNECT TO EXISTING

300mm WATER LINE

PROVIDE TAPPING

SLEEVE

BEND (USE 11 1/4°

AND 22 1/2°)

±N 51536.83

±E 41498.25 m

E

X

I S

T

F

I

D

R

A

N

T

L

D

R

A

N

T

E

L

SD MH G5

NEW STORM DRAIN

LINE "K", SEE PLAN

AND PROFILE

SHEET C-306

GATE VALVE AND BOX

0 5 10 20 30m m

M

I

N

B U

L L E

C O

U

E

B

E

R

T

I N

I

150mm W

80mm W

80mm W

80mm W

USWD

±N 51598.12

± E 41468.63

USWD

±N 51598.30

± E 41474.63

USWD

±N 5168.45

± E 41469.56

USWD

±N 51568.63

± E 41475.55

INLINE STORM WATER TREATMENT DEVICE,

SEE SHEET C-505A FOR DETAILS.

CENTER

±N 51566.67

± E 41472.35

150mm (2.0m LENGTH) USWD

SD DISCHARGE PIPE

AND HEADWALL

PIPE INV ELEV = 56.25

200mm (2.5m LENGTH) SD

OVERFLOW DISCHARGE

PIPE AND HEADWALL

PIPE INV ELEV = 56.70

STANDARD

CURB INLET

RE-LOCATE EXISTING

ELEC LINES TO

CONSTRUCT USWD.

R E

V I S

T

E

U

T I L I T

Y

P

L

A M

PLAN

SECTION

A

C-503

SCALE: NTS

CURB GAP WITH PAD

1000mm

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT

100mm m m m m

C U

B

P m m

A

T

V

A L L E

Y

G U

T T

E R

REINFORCEMENT TO BE

0.20% TIMES THE CROSS

SECTION AREA, EACH WAY.

#13 TIE BARS, 900 mm

LONG @ 460 mm

MAX. O.C.

(REINFORCEMENT NOT

SHOWN FOR CLARITY)

A

VALLEY GUTTER AT

VALLEY GUTTER LOCATION

OR ONLY OTHERWISE

EXISTING GROUND

m m

BACK OF CURB

BEYOND

VALLEY GUTTER AT VALLEY

GUTTER LOCATION ONLY

OTHERWISE EXISTING

GROUND

MATCH ADJACENT GUTTER

SLOPE

C-503

C-503 m m

T

Y P

S L O

P E

S L O

P E

EXPANSION JOINT (TYP)

MATCH FLOWLINE WITH

TOP OF CONCRETE PAD

300mm m m

FINISH GRADE

(WHERE

APPLICABLE)

C-503

VALLEY GUTTER DETAIL

V

:1 H

ASPHALT

PAVEMENT

(WHERE

APPLICABLE)

V

:1 H

COMPACTED

SUBGRADE

300mm

CONCRETE

WALL

JOINT FILLER

SCALE: NTS

990 OPNG.

2440 O. TO O.

BACK OF CURB

A

PLAN

75 R

SECTION

A

TOP OF CURB

GUTTER LINE

CURB

INLET

PART FRONT ELEVATION

150 mm BETWEEN

OPENINGS

40 mm

BATTER

19 mm EXPANSION JOINT

MIN

#16 @ 300 mm

E.W. @ CENTER

#16 @ 300 mm x

#16 @ 300 mm

E.W. @ CENTER

CAST IRON MANHOLE

FRAME AND COVER,

610 mm (24") DIA.

OPENING, 1.8 kN

TOTAL WEIGHT

#16

BARS

1-#16 EA.

COLUMN

#16 HOOP AROUND

PIPE OPENING (TYP)

2-#16

(20 mm

C.L.)

#16 @ 300 mm E.W.

C-503

SCALE: NTS

STANDARD CURB INLET DETAIL (LIGHT DUTY)

C-503

C-503

APPROVED STANDARD

MANUFACTURED WHEEL

STOP MAY BE USED

20 mm I.D. SLEEVES FOR

16 mm x 460 mm ANCHOR RODS

16 mm DIAM.

ANCHOR ROD

#10 BARS

CONT.

C-503

SCALE: NTS

WHEEL STOP DETAIL

FINISH GRADE ELEV = 57.45

300mm PIPE TO USWD

FLOW

200mm OVERFLOW PIPE

PIPE INVERT 57.00

R E

V I S

A

N D

A R

D

C

U R

B

I N

L E

T

D

E T

A I L

A

M

PLAN VIEW B-B

N.T.S.

CENTER OF CDS

STRUCTURE, SCREEN

AND SUMP OPENING

PVC HYDRAULIC SHEAR

PLATE

ELEVATION A-A

FIBERGLASS SEPARATION

CYLINDER AND INLET

SOLIDS

STORAGE SUMP

SEPARATION

SCREEN

INLET 1 PIPE DIA 300mm

FROM CURB INLET (900mm

LENGTH) INVERT ELEV =

56.36

OUTLET 1 PIPE DIA 300mm

TO USWD ( 900mm LENGTH)

INVERT ELEV = 56.36

PVC HYDRAULIC SHEAR

PLATE

FLOW

OIL BAFFLE SKIRT

A

1524mm I.D. MANHOLE

STRUCTURE

FRAME AND COVER

(DIAMETER VARIES)

N.T.S.

FIBERGLASS SEPARATION

CYLINDER AND INLET

TOP SLAB ACCESS

(SEE FRAME AND COVER

DETAIL)

CONTRACTOR TO GROUT

TO FINISHED GRADE

GRADE

RINGS/RISERS

30 m m

1.91m ø600mm

RISER

ø m m

R I S

E R m m m m

534mm m m m m m m

1829mm

SEE SHEET C-111 FOR

HORIZONTAL CONTROL

PIPE INVERT ELEV 56.33

SEE SHEET C-111 FOR

HORIZONTAL CONTROL

PIPE INVERT ELEV 56.33

SEE SHEET C-111 FOR

HORIZONTAL CONTROL

PIPE INVERT ELEV 56.33

SEE SHEET C-111 FOR

HORIZONTAL CONTROL

PIPE INVERT ELEV 56.33

FLOW

OUTLET 1 PIPE DIA 300mm

FLOW

PIPE INVERT ELEV 56.33

PIPE INVERT ELEV 56.33

0.70 m

SECTION VIEW

ROUND OPTION PLAN VIEW

Ø1220mm

INTERRUPTED BAR

REPLACEMENT, SEE

NOTE 6.

Ø660mm

OPENING IN

PROTECTION

SLAB FOR

CASTING

#13 DIAGONAL TRIM

BAR (TYP. 4 PLACES),

SEE NOTE 7.

#16 @ 300mm OCEW

GASKET MATERIAL

SUFFICIENT TO PREVENT

SLAB FROM BEARING ON

RISER TO BE PROVIDED BY

CONTRACTOR.

ACCESS CASTING TO BE

PROVIDED AND INSTALLED

BY CONTRACTOR.

V

E

R

T

Y

P

7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND

BARS A MINIMUM OF 300mm BEYOND OPENING, BEND

BARS AS REQUIRED TO MAINTAIN BAR COVER.

8. PROTECTION SLAB AND ALL MATERIALS TO BE

PROVIDED AND INSTALLED BY CONTRACTOR.

9. ASSUMED BEARING CAPACITY 115KPA.

Ø660mm

NOTES:

1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION.

2. DESIGN LOAD HS25.

3. EARTH COVER = 300mm MAX.

4. CONCRETE STRENGTH = 24 MPa

5. REINFORCING STEEL = ASTM A615, GRADE 60.

6. PROVIDE ADDITIONAL REINFORCING AROUND

OPENINGS EQUAL TO THE BARS INTERRUPTED,

HALF EACH SIDE. ADDITIONAL BARS TO BE IN

THE SAME PLANE.

Ø1220mm m m m m

G

A P

T

P

L L

S

I D

E S

Ø600mm m m m m

280mm

(TYP)

V

E

R

T

Y

P

150mm DISCHARGE PIPE

SCALE NOT TO SCALE

STRUCTURE ID

WATER QUALITY FLOW RATE (CFS OR L/s)

PEAK FLOW RATE (CFS OR L/s)

RETURN PERIOD OF PEAK FLOW (YRS)

SCREEN APERTURE (2400 OR 4700)

PIPE DATA: I.E. MATERIAL DIAMETER

INLET PIPE 1

INLET PIPE 2

OUTLET PIPE

SITE SPECIFIC

DATA REQUIREMENTS

WIDTH HEIGHTANTI-FLOTATION BALLAST

NOTES/SPECIAL REQUIREMENTS:

RIM ELEVATION

* PER ENGINEER OF RECORD

2025-5

1.41

1.41

56.36 PVC 300

56.36 PVC 300

57.40

GENERAL NOTES

1. RATED TREATMENT CAPACITY IS 1.41 CFS , OR PER LOCAL REGULATIONS.

MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 1.41 CFS.

2. INLINE STORM WATER TREATMENT DEVICE SHALL BE IN ACCORDANCE WITH

ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.

3. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20

(AASHTO M 306) LOAD RATING.

4. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN

CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE

CLEANING.

INSTALLATION NOTES

A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE

SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY

ENGINEER OF RECORD.

B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND

REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING

CLUTCHES PROVIDED).

C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,

AND ASSEMBLE STRUCTURE.

D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE

INVERTS WITH ELEVATIONS SHOWN.

E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS

WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS

SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.

NOTES

ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL

ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND

INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD

PRIOR TO RELEASING FOR FABRICATION.

ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM

A998.

ALL RISERS AND STUBS ARE 2

" x

" CORRUGATION AND 16

GAGE UNLESS OTHERWISE NOTED.

RISERS TO BE FIELD TRIMMED TO GRADE.

QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE

FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR

DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED

PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR

CONNECTION TO EXISTING DRAINAGE FACILITIES. IF

ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF

THE CONTRACTOR.

THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS

DESIGN, QUANTITIES ARE APPROX. AND SHOULD BE VERIFIED

UPON FINAL DESIGN AND APPROVAL. FOR EXAMPLE, TOTAL

EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS

SHORING AND ONLY ACCOUNTS FOR MATERIAL WITHIN THE

ESTIMATED EXCAVATION FOOTPRINT.

CALCULATION DETAILS

LENGTH PER BARREL = 30m

LENGTH PER HEADER = 6m

LOADING = H20& H25

APPROX. CMP FOOTAGE = 207m

PIPE DETAILS

DIAMETER = 600mm

CORRUGATION = 67.74mmX12.7mm

GAGE = 16

COATING = Aluminized Steel Type 2

WALL TYPE = solid

BARREL SPACING = 300mm

BACKFILL DETAILS

WIDTH AT ENDS = 300mm

ABOVE PIPE = 150mm

WIDTH AT SIDES =

300mm

BELOW PIPE = 150mm

STORAGE SUMMARY

STORAGE VOLUME REQUIRED 60cubic meters

PIPE STORAGE = 60.3cubic meters

STRUCTURAL BACKFILL STORAGE = 0

TOTAL STORAGE PROVIDED = 60.3cubic meters

600mm DETENTION SYSTEM

SCALE NOT TO SCALE

CONTECH WATER TREATMENT DEVICE AND/OR APPROVED

EQUAL

SCALE NOT TO SCALE

R E

V I S

R

T

T

E N

T I O

N

H O

S

E R

A M

ELEVATION END

RISER (TYP.)

SEE DETAIL

NOTE:

LADDERS ARE OPTIONAL AND ARE NOT

REQUIRED FOR ALL SYSTEMS.

600mm m m

BARREL SPACING 300mm m m m m m m m m m m

710mm m m m m m m

710mm

200mm m m m m m m m m

M I N

300mm m m m m m m

150mm

HOOP AROUND PIPE

CONFORMS TO 2:1 SLOPE

PROVIDE A 300mm FOOTING AS SHOWN

WHERE REQUIRED TO MAINTAIN

100mm MIN. COVER FOR PIPES

ELEVATION

PLAN

150mm

CONSTRUCTION JOINT

m m

SECTION A-A

A

A

KEY:

1. FLEXIBLE PAVEMENT

2. GRANULAR ROAD BASE

3. 300mm MEASURED TO BOTTOM OF

FLEXIBLE PAVEMENT.

4. SELECT GRANULAR FILL PER AASHTO

M145 A1, A2 OR A3 , OR APPROVED EQUAL.

PLACED IN 200mm LIFTS (COMPACTED TO

MIN. 90% STANDARD DENSITY PER

AASHTO T99)

5. GRANULAR BEDDING, ROUGHLY SHAPED

TO FIT THE BOTTOM OF PIPE, 150mm.

FOUNDATION/BEDDING PREPARATION:

PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A

UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS

ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK

TO THE GRADE WITH A FILL MATERIAL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT

PROVIDED. ONCE THE FOUNDATION PREPARATION IS COMPLETE, 150mm OF

WELL-GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING.

BACKFILL:

THE BACKFILL SHALL BE AN A1, A2 OR A3 GRANULAR FILL PER AASHTO M145, OR A

WELL-GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER. THE MATERIAL

SHALL BE PLACED IN 200mm LOOSE LIFTS AND COMPACTED TO 90% AASHTO T99

STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OR BACKFILL IT IS

IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND

AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO

MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME

DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE

LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL

LOADING ON THE PIPE.

OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE

SPECIFIC CONDITION, AS APPROVED BY SITE ENGINEER.

#16 REBAR (TYP)

SCALE NOT TO SCALE

SCALE NOT TO SCALE SCALE NOT TO SCALE

SCALE NOT TO SCALE

A D

D E

D

N

E

A

M t = 2.3 w = 2.5

50.8

GALV EXPANDED METAL

200200 200

35 35

GALV METAL ROOFING SHEET

TRASH ENCLOSURE

SCALE AS SHOWN

ELEVATION3

SCALE: 1:50

PLANA

SCALE: 1:50

ROOF FRAMING PLAN2

SCALE: 1:50 4

5 6

ELEVATION

SCALE: 1:50

ELEVATION

SCALE: 1:50

ELEVATION

SCALE: 1:50

SIGNAGE DETAIL

NOT TO SCALE

FLOOR PLAN

SCALE: 1:50

8 S E C T I O N

SCALE: 1:10

GL

HOT-DIPPED GALV STL

PADLOCK HASP FOR

16mm Ø HOT-DIPPED GALV

SST CANE BOLT

5mm THK HOT-DIPPED GALV

STL CANE BOLT GUIDE

STL DOOR HANDLE

200x100x25mm Ø

HOT-DIPPED GALV

60x60x3.2mm GALV

100x50x20x2.3mm GALV

STL "C" CHANNEL

(TYP AT SIDES)

STL FRAMING

60x60x3.2mm GALV

STL FRAMING

4,560

FLASHING COVER

PAINTED-MM-YY

MARKING NUMBERS DETAILS

0000-O

60x60x3.2mm

L=60x60x5mm

EXST CONC WALL

60x60x3.2mm

M12 CHEMICAL ANCHOR

GALV EXP METAL

25x25x3mm

DOOR DETAIL

NOT TO SCALE

60x60x3.2mm

GALV EXP

40x40x2.3mm

25x25x3mm

METAL

40x40x2.3mm

SEALANT

1,800

SEALANT

40x40x2.3mm

D10 300 O.C

5-D13

D13 @ 600 O.C

D13 @ 400 O.C

M12 CHEMICAL ANCHOR

L=200mm DOUBLE

NUTS W/ WASHER

60x60x3.2mm

L=60x60x5mm

GALV EXP METAL

EXST CONC WALL

100x50x20x2.3mm GALV

STL "C" CHANNEL

CHEMICAL ANCHORS FOR ONE TRASH ENCLOSURE

LENGTHITEMS

ANCHOR BOLT

NUTS

WASHER

DIA TOTAL QTY

200mm 16 pcsM12

32 pcs

16 pcs

END CLOSURE

END CLOSURE

60x60x2.3mm GALV

STL FRAMING

POLYETHYLENE

VAPOR RETARDER

CAPILLARY WATER BARRIER

FILL

150 THK

RUBBER STRIP

1.0mm THK V-BEAM

METAL ROOFING SHEET

1.0mm THK V-BEAM GALV

METAL ROOFING SHEET

1.0mm THK V-BEAM GALV

SEE DET

(FOR NEW TRASH ENCLOSURE ONLY)

THE ACTUAL DATE OF THE PAINTING

NOTE:

SHALL BE INDICATED WHEN COMPLETED.

M12

M12

M12 CHEMICAL ANCHOR

L=200mm DOUBLE

NUTS W/ WASHER

5-D13

60mm PLATE

W/ 2-M12

EAVE LINE

CONC STOOP

5 6

S

L

O

P

E

S L O

P E

S

L

O

P

E

3,000

1,800

1,395 1,395

4,710

GL

SLOPE

SLOPE

C-507

C-507

INSTALL SIGNAGE ON THE SAME

NOTE:

LOCATION AS THE EXISTING.

RUBBER STRIP

V A

R I E

S V

A R

I E

S

V A

R I E

S

TIRES, CARDBOARD, RECYCLABLE,

HOME APPLIANCES, USED OIL, ANTIFREEZE,

CAR BATTERIES, RECHARGEABLE BATTERIES,

PAINT, PAINT THINNER, OR ANY TYPE OF

HAZARDOUS WASTE, FOR PROPER DISPOSAL,

CALL CAMP SERVICES.

NO

BY ORDER OF THE CAMP COMMANDER.

TRASH ONLY

CONCRETE

150 THK

CONCRETE

150 THK

CONCRETE

GOVERNMENT FURNISHED

PADLOCK

R E

V I S

T

E

A

M

SCALE: 1:30

A-406

ENLARGED PLAN STAIR 2

SCALE: 1:30

A-406

ENLARGED 1ST FLOOR

PLAN STAIR 1

SCALE: 1:30

A-406

ENLARGED 2ND FLOOR

PLAN STAIR 1

9 EQUAL TREADS = 2515

SCALE: 1:30

A-406

ENLARGED PLAN HALF STAIR

SCALE: 1:30

A-406

SECTION AT STAIR 2 AND HALF STAIR

SCALE: 1:30

A-406

SECTION AT STAIR 1

9 EQUAL TREADS = 2515

E Q

U A

L

E Q

U A

L

6 EQUAL TREADS = 1676

19 EQUAL TREADS = 5309

E

Q U

E

A D

1530 200 1530

Q U

S

E R

E

Q U

S

E R

Q U

S

E R

E

Q U

A L

R I S

E R

305305

N

E Q

U A

L

E Q

U A

L

1:30

SCALE: 1:20

A-406

GUARDRAIL/HANDRAIL DETAIL

10057mm MIN

N

1:20

SCALE: 1:50

DOOR TYPE ELEVATIONS

1:50

SCALE: 1:50

FRAME TYPE ELEVATIONS

SCALE: 1:50

WINDOW TYPE ELEVATIONS

IG = LAMINATED INSULATED GLASS UNITS

VARIES

GLAZING NOTES

DOOR SCHEDULE NOTES

SCALE: 1 :5

A-601

SCALE: 1 :5

A-601

SCALE: 1 :5

A-601

SCHED50 50

50 50

SCALE: 1 :5

A-601

SCALE: 1 :5

A-601

SCALE: 1 :5

A-601

SCALE: 1 :5

A-601

EQ

EQ

EQ

EQ

SCALE: 1 :5

A-601

1:5

1220 1220

SCALE: 1 :5

A-601

SCALE: 1 :5

A-601