B08_Attachment_2_BAND_266697_Construction_Drawings_Full_Size_Combined_Part4_0001.pdf

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GOVERNMENT

VEHICLES

ONLYRESERVED

RESERVED

GOVERNMENT

VEHICLES

ONLY

GOVERNMENT

VEHICLES

ONLY

GOVERNMENT

VEHICLES

ONLYRESERVED

RESERVED

GOVERNMENT

VEHICLES

ONLY

GOVERNMENT

VEHICLES

ONLY

KEYPLAN

CONCRETE PAVEMENT

LEGEND

M

ATC

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E SEE SH

EET 04C

NOTES

1. REFER TO SHEETS 04C301 TO 04C303 FOR TYPICAL SECTIONS.

2. REFER TO SHEETS 04C501 TO 04C503 FOR PAVEMENT MARKING

DETAILS.

3. TIE IN AND PROVIDE A GRADUAL SMOOTH VERTICAL TRANSITION

AT ALL INTERSECTING ROADS, DRIVEWAYS, PULLOUTS, AND

CAMPGROUND SLIPS. TAPER THE TRANSITION OVER A MINIMUM

HORIZONTAL DISTANCE OF 5'-0" WITH SLOPES AND GRADE

BREAKS NOT TO EXCEED 10%.

REMOVE & REPLACE

9'(TYP.)

(T

YP

THRU ARROW

PAVEMENT

MARKING (TYP.)

RIGHT TURN LANE-USE ARROW

PAVEMENT MARKING (TYP.)

LEFT TURN LANE-USE ARROW

PAVEMENT MARKING (TYP.)

12'x1' STOP BAR

PAVEMENT

MARKING

NO PARKING HATCH

PAVEMENT MARKING (TYP.)

DIAGONAL PARKING

STRIPING (TYP.)

PARALLEL PARKING

STRIPING (TYP.)

ABA PARKING MARKING

SYMBOL (TYP.)

60°' TYP.

18' (TYP.)

12' (TYP.)

8'

20'

5'

PERPENDICULAR

PARKING STRIPING (TYP.)

EXISTING INLET GRATE

PROTECT IN PLACE

EXISTING CURB INLET

PROTECT IN PLACE

EXISTING COMMUNICATION BOX

PROTECT IN PLACE

ABA PARKING SIGN

SEE DETAIL ON

SHEET 04C501

ABA PARKING SIGN

SEE DETAIL ON

SHEET 04C501

ABA PARKING & VAN

ACCESSIBLE SIGN

SEE DETAIL ON

SHEET 04C501

PAVEMENT MARKING

TEXT "RESERVED"

PAVEMENT MARKING

TEXT "GOVERNMENT

VEHICLES ONLY"

PAVEMENT MARKING

TEXT "GOVERNMENT

VEHICLES ONLY"

SEE SHEET 04C403

FOR ABA GRADING

DETAILS

SEE SHEET 04C403

FOR ABA GRADING

DETAILS

5'

REMOVE & REPLACE

9'

(TYP.)

19'(TYP.)

8'

9' (TYP.)

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PATCH PAVEMENT

AS NEEDED FOR

UTILITY WORK

TRENCH PATCHING

PATCH PAVEMENT

AS NEEDED FOR

UTILITY WORK

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USFMD

USFMD

USFMD USFMD USFMD USFMD USFMD

USFMD

USFMD

USFMD

USFMD

USFMD

USFMD

USFMD

USFMD

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LEGEND

NOTES

1. REFER TO SHEETS 04C301 TO 04C303 FOR TYPICAL SECTIONS.

2. REFER TO SHEETS 04C501 TO 04C503 FOR PAVEMENT MARKING DETAILS.

3. TIE IN AND PROVIDE A GRADUAL SMOOTH VERTICAL TRANSITION AT ALL INTERSECTING ROADS, DRIVEWAYS, PULLOUTS, AND CAMPGROUND SLIPS. TAPER THE

TRANSITION OVER A MINIMUM HORIZONTAL DISTANCE OF 5'-0" WITH SLOPES AND GRADE BREAKS NOT TO EXCEED 10%.

4. RAISE ALL EXISTING EXISTING MANHOLE LIDS, AND VALVE COVERS TO MATCH THE FINISH GRADE OF THE NEW ASPHALT PAVEMENT SURFACE UNLESS THEY ARE TO BE

ABANDONED AND/OR REMOVED AS PER THE UTILITY PLANS.

BASKETBALL HOOP

PROTECT IN PLACE

REMOVE & REPLACE

LEGEND

REMOVE & REPLACE

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KEYPLAN

CONCRETE PAVEMENT

LEGEND

REMOVE & REPLACE

CONCRETE WHEEL

STOP REFER TO SHEET

04C511 FOR DETAIL

8'

CONCRETE WHEEL

STOP REFER TO SHEET

04C511 FOR DETAIL

CONCRETE WHEEL

STOP REFER TO SHEET

04C511 FOR DETAIL

R

.0

5'

5'

GRADE BREAK

REMOVE EXISTING

CONCRETE RAMPS

14'

21'

.2

MATCH EXISTING GRADE

ALONG FLOWLINE UNLESS

OTHERWISE NOTED

WING SLOPE 1:10 MAX

RAMP SLOPE 1:12 MAX

CROSS SLOPE 1:50 MAX

.0

CONTRACTION JOINT

CONTRACTION JOINT (TYP.)

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HEAD-ON PARKING

STRIPING

EXISTING CURB OR

PARKING EDGE LINE

4" SOLID SINGLE

WHITE EDGE LINE

DIAGONAL PARKING

STRIPING

NO PARKING HATCH

(NON ADA/ABA

ACCESS AISLE

EXISTING CURB OR

PARKING EDGE LINE

M

IN

9' (MIN.)

4" SOLID SINGLE

WHITE EDGE LINE

18"

4" SOLID WHITE

EDGE LINE

[4]

PARKING

RESERVED

VAN

ACCESSIBLE

R7-8 12"x18"

R7-8A 12"x6"

SIGNS MUST BE MOUNTED WITH A 5'

MINIMUM VERTICAL CLEARANCE ABOVE

THE GROUND SURFACE, MEASURED TO

THE BOTTOM OF THE SIGN. [1]

SIGN POST

[3]

PARKING

RESERVED

VAN

ACCESSIBLE

R7-8 12"x18"

R7-8A 12"x6"

SIGN POST

[3]

EXISTING CURB

OR PARKING EDGE

LINE

4" SOLID

SINGLE WHITE

EDGE LINE

4" SOLID

SINGLE BLUE

LINE BORDER

4" SOLID

SINGLE

BLUE

DIAGONAL

LINE

18"

WHEEL

STOP[2]

CAR AND VAN ACCESSIBLE SPACE

HEAD-ON PARKING

WITH HATCHED ACCESS AISLE

PARKING

RESERVED

VAN

ACCESSIBLE

R7-8 12"x18"

R7-8A 12"x6"

SIGN POST [3]

EXISTING CURB

OR PARKING EDGE

LINE

PARKING

RESERVED

VIOLATORS ARE

SUBJECT TO A FINE

AND/OR TOWING

VAN

ACCESSIBLE

R7-8 12"x18"

R7-8A 12"x6"

SIGN POST

[3]

4" SOLID

SINGLE WHITE

EDGE LINE

WHEEL

STOP[2]

M

IN

WHEEL

STOP

[2]

4" SOLID

SINGLE

BLUE LINE

BORDER

9'(MIN.)

M

IN

4" SOLID

SINGLE

BLUE

DIAGONAL

LINE

WHITE SYMBOL AND BORDER ON

BLUE BACKGROUND 36"X36" (MIN.)

(TYP.)

9' (MIN.)

PARALLEL PARKING STRIPING

EDGE OF

PAVEMENT

DETAIL A

CAR AND VAN ACCESSIBLE SPACE

DIAGONAL PARKING

WITH HATCHED ACCESS AISLE

[1]

[2]

[3]

[4]

NOTES:

1. PROVIDE STRIPING IN ACCORDANCE WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST

EDITION.

2. PROVIDE LETTERS, NUMERALS, AND SYMBOLS THAT

CONFORM WITH THE "STANDARD HIGHWAY SIGNS", LATEST

EDITION.

3. DIMENSIONS SHOWN ARE FOR INFORMATIONAL PURPOSES

ONLY. SEE PLANS FOR PAVEMENT MARKING

CONFIGURATIONS, SYMBOLS AND WORDS, OR AS DIRECTED

BY THE CO.

4. USE BLUE EDGE LINES ON CONCRETE SURFACES FOR

ACCESSIBLE SPACES.

5. DIMENSIONS ARE TO CENTER-LINE OF STRIPE.

6. "NO PARKING" WHITE LETTERS A MINIMUM OF 12" HIGH.

FOOTNOTE:

PROVIDE SIGNS MATCHING PARKING DETAILS WHEN

SPECIFIED IN THE QUANTITY TABULATION.

MOUNT SIGNS WITH A 5'-0" MINIMUM VERTICAL CLEARANCE

ABOVE THE GROUND SURFACE MEASURED TO THE BOTTOM

OF THE SIGN.

WHEEL STOP IF REQUIRED TO PREVENT ENCROACHMENT OF

VEHICLE OVER THE REQUIRED WIDTH OF WALKWAY.

INSTALL 4"X4" WOOD POSTS.

USE ONLY 4" TYPE B SOLID WHITE EDGE LINES ON ASPHALT

PAVEMENT AND YELLOW LINES ON CONCRETE PAVEMENT

UNLESS OTHERWISE NOTED.

PARKING LOT STRIPING

NO SCALE

[4] [4]

VIOLATORS ARE

SUBJECT TO A FINE

AND/OR TOWING

VIOLATORS ARE

SUBJECT TO A FINE

AND/OR TOWING

VIOLATORS ARE

SUBJECT TO A FINE

AND/OR TOWING

NO

PARKING

NOPARKING

5' (MIN.)

OR

8' (MIN.) FOR

VAN ACCESSIBLE

HATCHED ACCESS AISLE

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NOTES:

1. PLACE PAVEMENT WORD AND SYMBOL MARKINGS IN

ACCORDANCE WITH THE ''MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES'' (MUTCD), CURRENT EDITION.

2. ALL LETTERS, NUMERALS AND SYMBOLS SHALL CONFORM

WITH THE "STANDARD HIGHWAY SIGNS", CURRENT

EDITION.

3. USE STENCILS MATCHING EXISTING STALL TEXT

MARKINGS, WITH 12" HIGH LETTERING, INCLUDING

"GOVERNMENT VEHICLES", "NO PARKING", "RESERVED"

AND ANY OTHER TEXT NOTED IN THE PLANS.

TYPE

PAVEMENT MARKING AREAS

ACCESSIBILITY SYMBOL

9.

5'

4.

5'

14"

SQFT

12"

12" 14"

PAVEMENT MARKING SYMBOL DETAILS

NO SCALE

PAVEMENT MARKING DETAIL

NO SCALE

EDGE OF ASPHALT

CONCRETE PAVEMENT

11' 11'

SOLID DOUBLE YELLOW

CENTERLINE

2"

2"

4"

4"

3'-9" (TYP.)

3" 5"

M

IN

24" (MIN.)

3" (MIN.)9"R

3"R

3"R

3"R

BLUE BACKGROUND

ACCESSIBILITY SYMBOL

WHITE BORDER

ACCESSIBILITY SYMBOL

THROUGH

LANE-USE ARROW

12"30"30"

33"

" 38.5"R

27"R 8'

27"

6'

8'

TURN LANE-USE ARROW "ONLY" WORD MARKING

TURN LANE-USE ARROW

THROUGH LANE-USE ARROW

"ONLY" WORD MARKING

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10:59:27-06'00'

4" SOLID WHITE EDGE LINE

s s

W

TRANSITION

TRANSITION

S

SHOULDER

S

WHEN SPECIFIED IN PLANS

SHOULDER

NOTES:

1. PLACE EDGE LINE PAVEMENT MARKINGS AT ASPHALT/CONCRETE CURB

INTERFACE WHEN CURB IS PRESENT.

2. PAINT CENTERLINE PAVEMENT MARKINGS ON CURVES WITH CURVE

WIDENING "W" TO ACHIEVE EQUAL LANE WIDTHS WITHIN THE

ROADWAY. MAINTAIN A CONSTANT SHOULDER WIDTH "S"

THROUGHOUT THE CURVE WIDENING AREA.

3. TYPICAL PAVEMENT MARKING WIDTHS ARE SHOWN. USE WIDER

PAVEMENT MARKINGS WHEN SPECIFIED ON THE PLANS OR WHEN

REQUIRED BY THE MAINTAINING AGENCY.

INCREASE SPACING BETWEEN PARALLEL LINES

WHEN SPECIFIED IN THE PLANS OR WHEN

REQUIRED BY THE MAINTAINING AGENCY

APPROACH ROAD PAVEMENT

MARKINGS WHEN SPECIFIED

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

SEE NOTE 2 FOR TREATMENT OF CURVES WHEN WIDENING "W" IS SPLIT EQUALLY ON BOTH SIDES OF CENTERLINE

2L

W

EXTENSION WHEN EDGE LINE

BREAK SPECIFIED IN PLANS

LINE WHEN SPECIFIED IN PLANS

YELLOW CENTERLINE

LINE EXTENSION

TURNOUT

EDGE OF PAVEMENT

ALLOW SUFFICIENT SIGHT DISTANCE

MAJOR APPROACH ROAD

MINOR APPROACH

CENTERLINE AS REQUIRED

EDGE LINE WHEN SPECIFIED IN PLANS

OFFSET CENTERLINE FOR PAVEMENT MARKINGS

AND LOCATION OF TOP LIFT PAVEMENT JOINT

DESIGN

EDGE LINE WHEN SPECIFIED IN PLANS

L

W

W

CL

LA

NE

LA

NE

4" DOTTED WHITE LINE

4" DOTTED WHITE

4" SOLID WHITE EDGE

4" SOLID DOUBLE

LOCATE 12" WIDE STOP LINE TO4" BROKEN YELLOW CENTERLINE

4' MIN.

30' MAX.

2'10'

2' to 6'

4"

L

TR

AV

EL

L

TR

AV

EL

S

SHOULDER

L

L

S

TR

AV

EL

LA

N E

TR

AV

EL

LA

N E

SHOULDER

L

W

30' 10' 30' 10'

2"

4"

2"

CURVE WIDENING

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11:00:47-06'00'

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11:03:30-06'00'

URBAN AND RURAL 30 MPH AND LESS

URBAN AND RURAL 35 MPH TO 50 MPH

RURAL GREATER THAN 50 MPH

SIGNS IN FEET

G20-2

G20-2

G20-2

G20-1

SEE NOTE 11

G20-1

SEE NOTE 11

M

INOR ROAD

M

AJOR ROAD

W20-1

SEE NOTE 10

W20-1

SEE NOTE 10

W20-1 OVER

W16-8P

SEE NOTE 9

W20-1 OVER

W16-8P

SEE NOTE 9

W20-1

ROAD NAME

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

SEE NOTE 10

W20-1

SEE NOTE 10

G20-2

NOTES:

1. ERECT ALL PROJECT ADVANCE WARNING SIGNS BEFORE STARTING CONSTRUCTION WORK.

2. NOT ALL DETAILS SHOWN ON THE TEMPORARY TRAFFIC CONTROL SHEETS MAY BE APPLICABLE TO THIS PROJECT. THE CONTRACTOR MAY ADD OR DELETE INFORMATION AND DETAILS IN THIS TRAFFIC

CONTROL PLAN AS NECESSARY TO ACCOMMODATE ACTUAL OPERATIONS.

3. WHERE ADVANCE WARNING SIGNS, PLACED AS SHOWN, INTERFERE WITH PERMANENT SIGNS,

LOCATE THE WARNING SIGNS AS DETERMINED BY THE CO FOR BEST RESULTS. VARY MESSAGES AS

REQUIRED.

4. ADDITIONAL OR DIFFERENT MESSAGE SIGNS MAY BE REQUIRED TO FIT THE ACTUAL CONSTRUCTION

CONDITIONS.

5. INSTALL ADVISORY SPEED PLATES UNDER THE W20 SERIES WARNING SIGNS AS NEEDED TO INDICATE

A MAXIMUM RECOMMENDED SPEED THROUGH THE CONSTRUCTION AREA.

6. ENSURE ALL SIGN SUPPORTS EXPOSED TO IMPACT BY TRAFFIC MEET THE REQUIREMENTS OF

NCHRP-350 OR MASH FOR CRASHWORTHINESS.

7. MAINTAIN TWO-WAY TRAFFIC DURING ALL NON-WORK HOURS EXCEPT AS APPROVED BY THE CO.

8. DO NOT STORE TRAFFIC CONTROL DEVICES ALONG THE ROADWAY WHEN NOT IN USE. COVER

POST-MOUNTED SIGNS WHEN NOT APPLICABLE.

9. IF W20-1 IS PLACED ON A ROADWAY OTHER THAN THAT ON WHICH THE ACTUAL CONSTRUCTION

WORK OCCURS, INCLUDE A SUPPLEMENTARY PLAQUE INDICATING THE NAME OF THE ROAD ON

WHICH THE CONSTRUCTION DOES OCCUR (APPLIES TO MAJOR ROADS ONLY).

10. THE MESSAGE ON THE W20-1 SIGNS MAY BE "ROAD WORK AHEAD" OR MAY SPECIFY THE DISTANCE TO THE WORK AREA IN FEET OR IN MILES. INSTALL AN ADDITIONAL W20-1 SIGN WHEN APPROACH SPEEDS EXCEED 50 MPH. WHEN USED PLACE THE TWO W20-1 SIGNS "B" FEET APART ACCORDING TO

THE SIGN SPACING TABLE.

11. FOR WORK ZONES THAT ARE 2 MILES OR MORE IN LENGTH, INSTALL G20-1 SIGNS AT EACH END OF

THE PROJECT. SHOW THE DISTANCE ON THE G20-1 SIGN TO THE NEAREST WHOLE MILE.

12. IF SIGNING ON A ROADWAY UNDER A JURISDICTION OTHER THAN THE CLIENT AGENCY, VERIFY THAT

AN ENCROACHMENT PERMIT HAS BEEN OBTAINED.

13. STATE STANDARDS MAY BE USED AS AN ALTERNATIVE IF APPROVED BY THE CO.

14. REFER TO SPECIFICATIONS FOR ALLOWABLE RETROREFLECTIVE SHEETING TYPES.

EXPRESSWAY / FREEWAY

C ADVANCE WARNING AREA

(SEE SIGN SPACING TABLE)

A

PROJECT LIMITS

A

A

ADVANCE WARNING AREA

(SEE SIGN SPACING TABLE)

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

ROAD

WORK

xxxxx

ROAD

WORK

ROAD

WORK

ROAD WORK

NEXT xx MILES

W13-1P

(OPTIONAL)

W13-1P

(OPTIONAL)

MPH

xx

MPH

xx

B

A

WORK ZONE AREA OF INFLUENCE

AS DETERMINED BY THE CO

A

B

C

ROAD

WORK

xxxxx

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11:13:33-06'00'

COUPLING BANDS FOR METAL PIPE CULVERT [1]

W

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11:15:00-06'00'

LEGEND:

H

H

H H

H

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11:18:50-06'00'

B

L

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AN

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WORK SHOWN WITHIN

THIS AREA IS IN CLIN

OPTION E

Digitally signed by Jonathan James Date: 2025.04.11 12:35:29-06'00'

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Date: 2025.04.11 12:35:36-06'00'

SINGLE DOOR, DOOR POSITION SENSOR

NO SCALE

FLOW TRANSMITTER - MAGNETIC

NO SCALE

SUBMERSIBLE LEVEL TRANSMITTER INSTALLATION

NO SCALE

PRESSURE CONNECTION INSTALLATION

NO SCALE

PRESSURE CONNECTION INSTALLATION

NO SCALE

1 2 4

INSTRUMENT INSTALLATION

NO SCALE

WALL MOUNTED PANEL OR

PADDLE FLOW SWITCH INSTALLATION

NO SCALE

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Date: 2025.04.11 12:35:36-06'00'

PLAN

NORTH ELEVATIONWEST ELEVATIONSOUTH ELEVATION

PRECAST STUCCO FINISHED WALLS

WITH FINISH 113 - SEE SPECIFICATION

PRECAST FAUX METAL STANDING SEAM

ROOF WITH WATERPROOF COATING

PRECAST STUCCO FINISHED WALLS WITH

WATERPROOF COATING

RIDGE SEALANT BY

PRECAST BUILDING

MANUFACTURER,

TYP PRECAST STUCCO FINISHED WALLS

WITH WATERPROOF COATING

PRECAST FAUX METAL STANDING SEAM

ROOF WITH WATERPROOF COATING

PRECAST STUCCO FINISHED WALLS

WITH WATERPROOF COATING

PRECAST FAUX METAL STANDING SEAM

ROOF WITH WATERPROOF COATING

NOTES:

1. REFER TO MECHANICAL DRAWING 10M101

AND 10SM301, ELECTRICAL DRAWING 10E101,

AND PLUMBING DRAWING 10P501 FOR ALL

WALL PENETRATION LOCATIONS AND SIZES.

2. SEAL ANNULAR SPACE AROUND

PENETRATIONS PER BUILDING

MANUFACTURER'S REQUIREMENTS.

3. REFER TO SPECIFICATION SECTION 13 34 23

FABRICATED STRUCTURES FOR

PERFORMANCE REQUIREMENTS FOR THE

MECHANICAL BUILDING STRUCTURE.

4. REFER TO STRUCTURAL DRAWING 10SM301

FOR REINFORCED SLAB FOUNDATION DESIGN.

5. BUILDING IS EXEMPT FROM THERMAL

ENVELOPE PROVISIONS PER C402.1.2.

CONCRETE FOUNDATION EXTENSION

SEE SHEET 10SM301

NON-FREEZE WALL HYDRANT

SEE SHEET 10P501

3" PIPE PENETRATION

SEE SHEET 10SM301 AND

DETAIL BELOW

EAST ELEVATION

REFRIGERANT LINES

SEE SHEET 10M101

AND DETAIL BELOW

LIGHT FIXTURE

SEE SHEET 10E101

RIDGE SEALANT BY

PRECAST BUILDING

MANUFACTURER,

TYP

PRECAST STUCCO FINISHED WALLS

WITH WATERPROOF COATING

PRECAST FAUX METAL STANDING SEAM

ROOF WITH WATERPROOF COATING

BUILDING INSTALLER TO SET WALL PANELS

IN FULL BED OF SEALANT

3'-0"x6'-8"x1 34" FIBERGLASS

DOOR IN FIBERGLASS FRAME

WITH HARDWARE SET HDW-1

BUILDING SECTION

1/2" DRYWALL AND VAPOR BARRIER

OVER 2 1/2" METAL FURRING @ 16" OC

WITH 2 1/2" RIGID INSULATION (R 12.5)

ON ALL WALLS AND CEILING

(SEE WALL DETAIL BELOW)

SET WALL PANELS IN SEALANT

PRECAST STUCCO FINISHED WALLS

WITH WATERPROOF COATING

PRECAST FAUX METAL STANDING SEAM

ROOF WITH WATERPROOF COATING

CONCRETE FOUNDATION

SEE SHEET 10SM301

3" RIGID INSULATION

24" MIN DEPTH - COAT

EXPOSED INSULATION WITH

CEMENTITIOUS COATING

4" VINYL BASE

1/2" DRYWALL AND VAPOR BARRIER

OVER 2 1/2" METAL FURRING @ 16" OC

WITH 2 1/2" RIGID INSULATION (R12.5)

ON ALL WALLS AND CEILING

(SEE WALL DETAIL BELOW)

2" RIGID CONDUIT

CELLULAR ANTENNA

AND STANDOFFS

SEE SHEET 10E101

CONDUIT

DO.

CONDUIT

DO.

WALL DETAIL

1/2" DRYWALL

POLYETHYLENE VAPOR BARRIER

2 1/2" METAL FURRING @ 16" OC

WITH 2 1/2" RIGID INSULATION (R12.5)

PRECAST CONCRETE WALL PANEL

INTERIOREXTERIOR

sm et ca lf

4/ 4/

1:

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0_ A1

_D

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N D

X A-

C B-

PL

AN

-E

LE

V

3.71

A

A

SEALED CONC.

SEE 03 39 00

SIGN "NON-POTABLE WATER

EMERGENCY USE ONLY"

PENETRATION DETAIL

1/2" DRYWALL

8" ANNULAR SPACE W/ BACKER ROD

AND SEALANT

STAINLESS STEEL ESCUTCHEON

SET IN SEALANT

INTERIOREXTERIOR

PRECAST CONCRETE WALL PANEL

VENT THROUGH ROOF W/ NEOPRENE

AND STAINLESS STEEL BOOT SET IN SEALANT

BUILDING NAME SIGN

STAINLESS STEEL ESCUTCHEON

SET IN SEALANT

10 MIL VAPOR BARRIER

UNDER SLAB

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Thomas Paige 2025.04.10 11:26:30 -06'00'

Thomas Paige

PLAN

10SM302

A

10SM301

B

10SM302

A

10SM301

C

10SM303

C

10SM303

15'-0"

'-0

6' -2

3'

-4

1' -6

WALL THICKNESS TO

BE DETERMINED BY

BUILDING MANUFACTURER

6"

TYP

CONC

SPLASHBLOCK,

SEE

LP-400,

SEE DWG 10E101

LCP-400,

SEE DWG 10E101

TO WASTE

TO

ENTRANCE ROAD

WATER TANK

SEE NOTE 1

CONCRETE FOUNDATION EXTENSION.

CONTRACTOR TO COORDINATE WITH

PRECAST BUILDING SUPPLIER PRIOR TO

FORMING OR POURING CONCRETE

FOUNDATION FOR EMBEDS OR NOTCHES

TO RECEIVE BUILDING FOR PROPER

ANCHORAGE, AS PER BUILDING DESIGN

NOTES:

1. REFER TO ARCHITECTURAL DRAWING 10A101

FOR PREFABRICATED/PRECAST CONCRETE

BUILDING INFORMATION.

2. PIPE ENCASEMENT, SEE DETAIL .

EXTEND ENCASEMENT MIN 3' BEYOND

OUTSIDE FACE OF FOUNDATION SLAB.

10SM901

ID MATERIAL

MATERIAL SCHEDULE

3" BUTTERFLY VALVE V500

1" COMBINATION AIR AND VACUUM VALVE,

V740

3" ELECTRONIC COMBINATION RATE OF

FLOW CONTROL AND PRESSURE

REDUCING VALVE WITH SOLENOID

SHUTOFF, LCV 412

0.5" COMBINATION AIR AND VACUUM

VALVE, V740

3/4" BALL VALVE, V300, SEE SIM

6" PRESSURE REDUCING VALVE, PCV 413

6" BUTTERFLY VALVE, V500

NOT USED

3" WELDED CARBON STEEL PIPE I/E FBE

3" DUCTILE IRON PIPE I/E FBE

6" DUCTILE IRON PIPE I/E FBE

1" PVC DRAIN

6" INSULATING FLANGE, SEE

WITH PCR DEVICE

3" INSULATING FLANGE, SEE

WITH PCR DEVICE

3" MECHANICAL GROOVED COUPLING

6" MECHANICAL GROOVED COUPLING

3" MAGNETIC FLOW METER, SEE DWG

08Y701

ADJUSTABLE PIPE SUPPORT, SEE

NOT USED

FLOOR PIPE PENETRATION SEAL, SEE

3" DUCKBILL CHECK VALVE

6" x 3" x 6" DUCTILE IRON TEE

PRESSURE GAUGE WITH ISOLATION

VALVE, SEE

3" BOLTED SLEEVE TYPE COUPLING

(RESTRAINED)

6" BOLTED SLEEVE TYPE COUPLING

(RESTRAINED)

NOT USED

SLEEVE IN PRECAST WALL, SEE

PRESSURE TEST POINT, SEE

CLEAR SEALER ON FLOOR. REFER TO

SPECIFICATION 03 39 00.

3 417 15

25 TYP OF 2

18 TYP

OF 5

9 21

ENCASEMENT BELOW,

SEE NOTE 2

0330-016

0340-095

4027-191

2642-930

2642-930

4005-500

4027-622

4090-690

0341-510

4027-194

OPENING REINFORCING,

SEE , TYP0330-001

ENCASEMENT BELOW,

SEE NOTE 2

INDICATES STANDARD DETAIL

REFERENCES IN 15SM500 SERIES

DRAWINGS

PI

FIT

ARV

LCV

PI

ARV

FROM MESA DISTRIBUTION,

SEE CIVIL 2C101

1'-3 1/2"

1' -1

/2

2'

-4

/2

APPROX 3'-0"

TYP

TYP

OF 2

1'-6"

1' -1

/2

1'

-6

/2

10"

APPROX 3'-0"

4/ 4/

1:

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M

X G

-B or de r_

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N

D

_S

1_ z3 D n0 1_

D

0M

1_ D

0_

SM

1_ D

8.

D W

G

SM

ET

C

AL

F R

BUILDING SUPPLY,

SEE DWG 10P101

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Thomas Paige 2025.04.10 11:21:14 -06'00'

1. REFER TO DWG 10SM101 FOR KEYNOTES.

VA

U

LT

ED

R O

O F

H

EI

G H

T

VA

R

IE

S, S

EE

A

R C

H

IT

EC

TU

R

AL

D W

G

0A

2'

-0

2'-0"

TYP

A SECTION

1"=1'-0"

10SM101

6"

WALL THICKNESS TO BE

DETERMINED BY BUILDING MFR

1' -0

4' -4

15'-0"

FOR SUBGRADE PREPARATION,

SEE CIVIL DIVISION 31

SPECIFICATIONS CAST IN PLACE

CONCRETE FOUNDATION

CONCRETE SPLASHBLOCK,

SEE

PREFABRICATED/PRECAST

CONCRETE BUILDING, SEE

ARCHITECTURAL DWG 10A101

FROM MESA

DISTRIBUTION,

SEE CIVIL 02C101

TO

ENTRANCE ROAD

WATER TANK,

SEE DWG 15SM101

12 4

TYP OF 5

1 23

0340-095

10SM302

10SM303

CONCRETE ENCASEMENT

LINEWORK NOT SHOWN

FOR CLARITY. SEE

, TYP

0330-016

#5@12" EW, T&B

#5@12"

3-#5 CONT

CONCRETE ENCASEMENT

LINEWORK NOT SHOWN

FOR CLARITY. SEE

, TYP0330-016

PI

28 23

FF EL 6433.00

FINISHED GRADE EL 6432.50,

SEE GRADING 02C101

PIPE CL EL 6428.20

1' -2

" 27

2' -0

" M

IN

6" MIN TO INSIDE FACE

OF FURRED WALL

PIPE CL EL 6428.20

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

2_ z3

D n0

1_ D

0_

SM

1_ D

8.

D W

G

SM

ET

C

AL

F R

SEE DWG 10P101

PI

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B SECTION

1"=1'-0"

10SM101

SE

E

AR

C

H

IT

EC

TU

R

AL

D W

G

0A

NOTES:

1. REFER TO DWG 10SM101 FOR KEYNOTES.

MINIMUM RATED PRESSURE

OF 250 PSI BEFORE 6" PRV

CONCRETE FOUNDATION.

FOR INFORMATION, SEE A

10SM301

FOR SUBGRADE PREPARATION,

SEE CIVIL SPECIFICATIONS

CONCRETE ENCASEMENT

LINEWORK NOT SHOWN

FOR CLARITY. SEE

, TYP0330-016

MINIMUM RATED

PRESSURE OF 250 PSI

9" M

IN

, T

YP

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

2_ z3

D n0

1_ D

0_

SM

2_ D

8.

D W

G

SM

ET

C

AL

F R

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C SECTION

1"=1'-0"

10SM101

SE

E

AR

C

H

IT

EC

TU

R

AL

D W

G

0A

TO ENTRANCE

ROAD WATER TANK

NOTES:

1. REFER TO DWG 10SM101 FOR KEYNOTES.

CONCRETE FOUNDATION.

FOR INFORMATION, SEE

10SM301

A

FOR SUBGRADE PREPARATION,

SEE CIVIL SPECIFICATIONS

CONCRETE ENCASEMENT

LINEWORK NOT SHOWN

FOR CLARITY. SEE

, TYP0330-016

5' -1

1/

2"

LCP-400,

SEE DWG 10E101

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

2_ z3

D n0

1_ D

0_

SM

3_ D

8.

D W

G

SM

ET

C

AL

F R

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Thomas Paige 2025.04.10 11:22:25 -06'00'

1. REFER TO DWG 10SM101 FOR KEYNOTES.

1 ISOMETRIC

NTS

010SM101

NOTES:

1. WALLS AND ROOF OF THE CANYON MECHANICAL BUILDING HAVE BEEN

REMOVED ON THE ISOMETRIC DRAWING FOR CLARITY.

6" DI TO ENTRANCE ROAD DISTRIBUTION,

SEE CIVIL 02C101

6" DI BYPASS TO ENTRANCE ROAD DISTRIBUTION,

SEE CIVIL 02C101

TO WASTE

TO ENTRANCE ROAD

WATER TANK

18 TYP

TYP

OF 2

CONC SPLASHBLOCK

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

0_

SM

1_ D

8.

D W

G

SM

ET

C

AL

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10E101

ELECTRICAL

CANYON MECHANICAL BLDG.

FLOOR PLAN

J. JAMES

I. KHAN

J. LANDMAN

SCALE OF FEET

0 1 2 3

LOWER PLAN

3(b)

1(a)

1(a)

(7)

WP

GFCI

(5)

WP

GFCI

(5)

GFCI

LCP-400 LCP-400

FE/FIT-411 LCV-412

SHEET KEYNOTES

GENERAL NOTES

1. REFER TO GENERAL DRAWINGS FOR LEGENDS,

NOTES, AND ABBREVIATIONS.

2. SUPPLY RECEPTACLES AND LIGHTING FROM THE

INDICATED CIRCUIT IN PANEL LP-400. PROVIDE

[3/4"C, 2#12, 1#12G] UNLESS SHOWN OTHERWISE.

FIELD ROUTE TO LIGHTING CONTROLS AND PANEL.

3. REFER TO PANEL SCHEDULES FOR CIRCUIT

INFORMATION.

LP-400

LCP-400

1. MOUNT LIGHTING CONTROLS ON LATCH SIDE OF

DOOR.

2. WALL MOUNT 2-POLE FUSED DISCONNECT AT 48

INCHES ABOVE FINISHED GRADE. PROVIDE FUSES

COORDINATED WITH HVAC EQUIPMENT.

3. CEILING MOUNT INTERIOR LIGHTS.

4. WALL MOUNT EXTERIOR LIGHT CENTERED ABOVE

DOOR.

5. MOUNT GROUND BUS 12 INCHES ABOVE FINISHED

FLOOR.

6. SEE ONE-LINE DIAGRAM ON DRAWING 10E601 FOR

CONDUIT AND CONDUCTOR SIZE.

7. #4/0 BURIED GROUND RING, 36" MINIMUM BELOW

GRADE AND 36" MINIMUM FROM FOUNDATION.

8. #4/0 BOND TO FOUNDATION REBAR.

9. BOND TO SERVICE ENTRANCE DISCONNECT.

10. #4/0 BOND TO BUILDING GROUND BUS.

11. 2-INCH RIGID CONDUIT CELLULAR ANTENNA

ATTACHED TO BUILDING EXTERIOR. EXTEND MAST 3

FEET ABOVE BUILDING ROOF. PROVIDE STAND-OFF

BRACKETS AS REQUIRED.

12. BOND ANTENNA MAST TO BUILDING GROUND

SYSTEM WITH #6 AWG BONDING CONDUCTOR.

13. STUB 1-INCH CONDUIT FROM LCP TO BUILDING

EXTERIOR ADJACENT TO MAST FOR ANTENNA

CABLES. PROVIDE CABLE SEAL FITTING SIZED FOR

ANTENNA CABLE.

14. COORDINATE WITH HVAC INSTALLER TO CONFIRM

CONDUCTOR REQUIREMENTS.

15. UNIT DISCONNECT PROVIDED BY HVAC SUPPLIER.

16. PROVIDE #4/0 GROUNDING PIGTAIL FROM TEST

WELL. COIL 48" MINIMUM PIGTAIL ABOVE GRADE

AND SECURE TO BUILDING EXTERIOR. FUTURE

LIGHTINING PROTECTION SYSTEM BY OTHERS.

b a-O

C

3 3

SCALE 1" = 1'-0"

CONTINUED

ON DWG 02E126

CONTINUED

ON DWG 02E126

G G G G

G

G

G

G

G G G G

G

G

G

G

TYP.

CONTINUED

ON DWG 02E126

6 9

[A1]

LP-400

[P2]

POWER METER

SES-400

LP-400

[P2]

02E502

02E501

[C2]

ZS-416

LCP-400

[C2]

TIT-417

[A1]

(5)

GFCI

(7)

WP

GFCI

HP-01

[P2]

LP-400

[P2]

30/15

AC-01

HP-01

[P2] 14

M

LP-400

[P2]

UH-01

[P2]

3/

/2

:1

PM

E1

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8.

D

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AC

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TYP.

02E502

TYP.

G

Date: 2025.04.11 12:33:38-06'00'

SHEET KEYNOTES

GENERAL NOTES

1. REFER TO GENERAL DRAWINGS FOR LEGENDS, NOTES,

AND ABBREVIATIONS.

1. CALCULATED FAULT (SHORT CIRCUIT) CURRENT

BASED ON INDICATED TRANSFORMERS AND

CONDUCTORS SIZES.

2. MOUNT SURGE PROTECTIVE DEVICE EXTERNAL TO

SERVICE ENTRANCE ENCLOSURE.

200A

LP

-4

0/

0V , 1

P, W

NTS

CANYON MECHANICAL BUILDING ONE-LINE DIAGRAM

PRIMARY FEED FROM

PMIS-2

SEE DWG 02E604

50 KVA

13,200-120/240V

PAD MOUNT

1PH SC: 12,523A 1

POWER METER

[3"C, 4#4/0]

[3"C, 4#4/0, 1#2G]

[3"C, 4#4/0, 1#4G]

1PH SC: 8,082A

#2

N

G

SES-400

NEMA 3R SERVICE

DISCONNECT SWITCH

1PH SC: 8,352A

G

#2

TYP

SPD

3/

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Date: 2025.04.11 12:33:39-06'00'

T

10M101

MECHANICAL/HVAC

CANYON MECHANICAL BUILDING

FLOOR PLAN

S HINTE

M B STEWART

P BAKER

CANYON

MECHANICAL

BUILDING

MECHANICAL FLOOR PLAN

SCALE: 1" = 1'-0"

12" 1" = 1'-0"

2'6" 3'0' 1'

HP-01

NOTES 2,3&4

NOTES:

1. OUTDOOR REFRIGERANT PIPING TO BE

INSULATED WITH FLEXIBLE ELASTOMERIC

INSULATION; PROTECTED BY UV AND WEATHER

RESISTANT PVC JACKET.

2. 4" CONCRETE PAD TO BE PROVIDED FOR HP-01.

3. HP-01 TO BE MOUNTED ON 16" STEEL STAND.

4. (4) 4" x 4" x 7 8" VIBRATION ISOLATION PADS TO BE

INSTALLED FOR HP-01.

5. UNIT HEATER MUST BE MOUNTED AT LEAST 7 FT.

ABOVE THE FLOOR.

4" RL

NOTE 1

8" RS

NOTE 1

AC-01

CLEANOUT

VENT

1" CD

1" CD DN; ROUTE TO

FLOOR DRAIN

1" CD

1" CD TO FLOOR

DRAIN WITH AIR GAP

UH-01

NOTE 5

3/

/2

7:

A

M

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-B or de r_

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N

D X

A- D

BB

-P

LA

N

X A-

D

BB

-E

LE

V X

A- D

BB

-S

EC

M

1_ D

8.

D W

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AN

D R

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R

1 R

Gregory Scott Hinte 2025.04.08 14:19:20-05'00'

REFRIGERANT LINES

(INSULATED)

4" THICK CONCRETE

HOUSEKEEPING PAD

(4) 7 8 " THICK VIBRATION

ISOLATION PAD

GRADE

AIR COOLED

CONDENSING

UNIT

PIPE SLEEVE

FINISHED

FLOOR

REFRIGERANT

VALVE

(TYPICAL)

R S

R L

ROOF STRUCTURE

EXTERIOR BUILDING WALL

TO CEILING CASSETTE UNIT

TRAP

VENT (EXTEND 6" ABOVE TRAP INLET)RS

RL

ROUTE TO

FLOOR DRAIN

TYPICAL SPLIT SYSTEM WITH CEILING CASSETTE UNIT DETAIL

16" HIGH

STEEL STAND

10M501

MECHANICAL/HVAC

CANYON MECHANICAL BUILDING

MECHANICAL DETAILS

S HINTE

M B STEWART

P BAKER

3/

/2

7:

A

M X

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BA

N D

X G

-S ee d_

BA

N D fo r s he et s

M

1_ D

8.

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AN

D R

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1 R

Gregory Scott Hinte

14:20:31-05'00'

10P101

PLUMBING

CANYON MECHANICAL BUILDING

FLOOR PLAN

S HINTE

M B STEWART

P BAKER

CANYON

MECHANICAL

BUILDING

PLUMBING FLOOR PLAN

SCALE: 1" = 1'-0"

12" 1" = 1'-0"

2'6" 3'0' 1'

4" FD WITH TRAP GUARD

NFWH-1

4 " PW1

BFP-01

4" D (UG)

2" VTR

4" D UF

2" V UP

DCO

FOR CONTINUATION,

SEE CIVIL DWG 02C101

WATER METER

ISOLATION VALVE ON 3 4" PW1

SLEEVE UNDER FOUNDATION

4 " PW1

CONNECT INTO 6" DI

PRESSURE GAUGE

STRAINER

ISOLATION VALVE,

SEE DWG 10SM101

NOTE 5

4 " PW1

3/

/2

7:

A

M

X G

-B or de r_

BA

N

D X

G -S ee d_

BA

N

D fo r s he et s

X A-

C B-

PL

AN

-E

LE

V X

A- D

BB

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LA

N

P1

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14:21:27-05'00'

WATER HAMMER

ARRESTER PDI SIZE "A"

SHUTOFF VALVE IN

ACCESSIBLE LOCATION

INSULATED 3/4"

COLD WATER

PIPE

INSTALL RISER INSIDE PARTION

WHERE AVAILABLE: REFER TO

PLANS. IF RISER IS EXPOSED,

ANCHOR TIGHT TO WALL,

INTERIOR TO WALL INSULATION.

ELBOWS AS REQUIRED.

VALVE INTERIOR TO WALL.

WALL CLAMP

INTERIOR FLOOR

INSTALL AT 24" ABOVE

GRADE. ADJUST HEIGHT

IF/AS REQUIRED TO SUIT

MASONRY SEAMS.

EXTERIOR BUILDING WALL

LENGTH OF SHAFT TO

SUIT THICKNESS OF

WALL.

CUT WALL AS REQUIRED. INSTALL

WALL HYDRANT, GROUT OR

OTHERWISE REPAIR WALL NEATLY

AROUND FACE OF WALL HYDRANT,

TO SEAL WATERTIGHT.

NON-FREEZE WALL HYDRANT WITH

INTEGRAL VACUUM BREAKER AND

NICKEL-PLATED FACE, EXPOSED TYPE

WITH T-HANDLE OPERATOR,

QUARTER-TURN TYPE, 3/4" HOSE

CONNECTION.

EXTERIOR GRADE,

PAVEMENT, OR

SIDEWALK.

BALL VALVE

HOSETHREAD END AND

VACUUM BREAKER, TYP.

HOUSE DRAIN VALVE W/

PW FROM WATER ENTRY

24" MIN.

48" MAX

PREVENTER SHALL BE LINE SIZE.

SIZE OF DOUBLE CHECK VALVE BACKFLOW

WATER SYSTEM

TO DOMESTIC

PIPE SADDLE OR WALL

SUPPORT (TYPICAL)

BFP-01

NOTES:

1.

FLOW

FINISHED FLOOR

TWO-WAY

CLEANOUT

FITTING

ACCESS HOUSING & COVER

SET FLUSH WITH FINISHED

SURFACE. INSTALL IN

FLOOR,

SIDEWALKS AND DRIVES

1/4 YARD OF

CONCRETE AROUND

FITTING FOR ANCHOR

INSTALL CAULKING FERRULE

AND RAISED HEAD SCREW

PLUG IN AREAS WHERE

SURFACE IS UNFINISHED

24"x 18"x 6" CONCRETE

PAD OR AS SPECIFIED

CAST IRON TO GRADE,

SAME SIZE AS MAIN

WITH 4" MAXIMUM

SEE PLANS FOR SIZE MAIN

AND ROUTING OF PIPING

FINISHED GRADE

MASONRY WALL SUPPORT

CMU WALL

DRYWALL/METAL WALL SUPPORT

OFFSET PIPE

CLAMP

MASONRY

ANCHORS (2)

NOTE:

MASONRY ANCHOR SHALL BE EPOXY ADHESIVE TYPE WITH A MINIMUM

CAPACITY OF 150 POUND AND SHEAR CAPACITY OF 300 POUND. SUBMIT

MANUFACTURER'S DATA FOR APPROVAL

STRAINER

M

WATER METER

DOUBLE CHECK BACKFLOW PREVENTER DETAIL

NON-FREEZE WALL HYDRANT DETAIL

TYPICAL PIPING WALL SUPPORT DETAILDOUBLE (TWO-WAY) CLEANOUT DETAIL

PIPE INSULATION

PIPE INSULATION

PRESSURE GAUGE

DRAIN VALVE

W/ HOSE BIBB

1/2" DRYWALL

PRECAST CONCRETE

WALL PANEL

2 1/2" METAL

FURRING W/ 2 1/2"

RIGID INSULATION

10P501

PLUMBING

CANYON MECHANICAL BUILDING

PLUMBING DETAILS

S HINTE

M B STEWART

P BAKER

3/

/2

7:

A

M X

G -B or de r_

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N D

X G

-S ee d_

BA

N D fo r s he et s

P5

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8.

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AN

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R 1 R

Gregory Scott Hinte

14:18:44-05'00'

SERVICE WATER RISER DIAGRAM

10P502

PLUMBING

CANYON MECHANICAL BUILDING

PLUMBING DETAILS

S HINTE

M B STEWART

P BAKER

3/

/2

7:

A

M X

G -B or de r_

BA

N D

X G

-S ee d_

BA

N D fo r s he et s

P5

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R 1 R

Gregory Scott Hinte

14:20:08-05'00'

27'-4"

FOUNDATION PLAN

'-4

1'-2" 1'-0"

FOOTING EXTENSION,

TYP

C

15SM303

B

15SM302

A

15SM301

C

15SM303

B

15SM302

A

15SM301

4' -2

4'

-6

1' -0

4'

-6

4' -2

SLOPE 2% , TYP

15SM901

TO DITCH

ID MATERIAL

MATERIAL SCHEDULE

NOT USED

6" BUTTERFLY VALVE WITH EXTENSION

STEM, FLOOR STAND AND GROUND

LEVEL POSITION INDICATOR, V500

3" DUCKBILL CHECK VALVE, FLANGED,

V694

3" DUCTILE IRON PIPE I/E FBE

6" DUCTILE IRON PIPE I/E FBE

6" CARBON STEEL PIPE I/E FBE

4" PVC SCH 80 PIPE STILLING WELL WITH

MOUNTING BRACKETS FOR WALLS AND

FLOOR.

6" PVC SCH80 VENT PIPE AND VERMIN

PROOF COVERING SIM

DUCTILE IRON PIPE WALL PENETRATION,

SEE

STEEL PIPE WALL PENETRATION,

SEE

3" BOLTED SLEEVE TYPE COUPLING

(RESTRAINED) TWO COUPLINGS ARE

REQUIRED ON EACH INLET PIPE TO

ALLOW FOR 2" OF DIFFERENTIAL

SETTLEMENT

6" BOLTED SLEEVE TYPE COUPLING

(RESTRAINED)

SST LADDER WITH LADDER UP, SEE

SUBMERSIBLE LEVEL PROBES WITH TOP

FLANGE, SEE DWG 08Y701

REMOVABLE SILT STOPS

8" CARBON STEEL FBE I/E FLARED

8 x 6 REDUCER

4" DUCTILE IRON PIPE FBE I/E FLOOR

PENETRATION, SEE

TYPICAL WALL CORNER AND

INTERSECTION REINFORCING, SEE

1'-6" SQ x 9" DEEP SUMP LAYOUT AND

REINFORCING, SEE WITH SST

GRATING, SEE

12” HIGH X 8” WIDE CONCRETE CURB AT

ACCESS HATCH, SEE . CURB

HEIGHT TO BE CONFIRMED BY HATCH

MFR BASED ON HATCH TYPE BEING

PROVIDED.

3'-0” SQUARE LOCKABLE ALUMINUM

ROOF ACCESS HATCH. PROVIDE OWNER

WITH PADLOCKS AND (ONE) MASTER KEY

FOR ALL 4 PADLOCKS.

TYPICAL OPENING REINFORCING, SEE

WALL BASE CONSTRUCTION JOINT

LAYOUT AND REINFORCING, SEE

ADDITIONAL REINFORCING AT HORIZ

CONSTRUCTION JOINT, SEE

WALL CONSTRUCTION JOINT AT

ELEVATED SLAB, SEE

CRICKET FOR DRAINAGE AT HATCHES.

WALL AND SLAB CONSTRUCTION JOINT

INFORMATION, SEE ,

PIPE SUPPORT, SEE DETAIL

13 TYP OF 4 7 14

2 TYP OF 2

TYP

OF 2

TYP

OF 4

TYP

OF 2

TYP

OF 2

3 TYP OF 2

TYP OF 2

401A

LT

401B

LT

4027-605

4027-600

0551-101

4027-622

0330-003

0330-044

0553-001

0330-001

0330-005

0330-004

0315-152

19 TYP OF 2

EL 6419.33

TYP EA SIDE

0330-080

EL 6419.38 AT SUMP

END CORNERS

INDICATES STANDARD DETAIL

REFERENCES IN 15SM500 SERIES

DRAWINGS

3305-981

TYP

OF 2

TYP

OF 2

TYP

OF 2

TYP

OF 2

TYP

OF 2

0315-131 0315-133

0315-142 AND 0315-151

4'-9"

TYP

2'-6"

TYP

1' -0

2' -0

1'

-1 0"

1' -0

5'-0"

2'-1"

12'-6"

WALLS,

TYP

1' -0

TY

P

28 4005-501

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

1_ z3

D n0

1_ D

5_

SM

1_ D

8.

D W

G

SM

ET

C

AL

FR

TWO COUPLINGS ARE REQUIRED

TO ALLOW FOR 2" OF

DIFFERENTIAL SETTLEMENT

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Thomas Paige 2025.04.10 11:22:40 -06'00'

27'-4"

TOP PLAN

'-4

9' -2

9'

-2

RIDGE

SLOPE 2%,

TYP

C

15SM303

B

15SM302

A

15SM301

C

15SM303

B

15SM302

A

15SM301

6'-0"

2'-0" W x 10" H OPENING

BELOW TOP SLAB

TYP OF 214

TNK-401A

TYP OF 22

TNK-401B

TYP

OF 2

NOTES:

1. REFER TO DWG 15SM101 FOR KEYNOTES.

EL 6433.50

EL 6433.50

20 22 TYP OF 4

21 TYP OF 4

26 TYP OF 2

5'-11"

TYP

11'-2"

8' -2

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

2_ z3

D n0

1_ D

5_

SM

2_ D

8.

D W

G

SM

ET

C

AL

FR

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Thomas Paige 2025.04.10 11:23:14 -06'00'

'-0

" O N

L O

W S

ID

E

1' -2

1' -6

M

IN

1'-0"

TYP

1'-2"

TYP

A SECTION

3/4"=1'-0"

15SM101, 15SM102

SUMP BEYOND

EL 6419.33

AT LOW POINT

EL 6433.50

(LOW SIDES)

FOR SUBGRADE PREPARATION,

SEE CIVIL DIVISION 31 SPECIFICATIONS

LT

401A

6 13

5 12 FOR CONTINUATION,

SEE CIVIL DWG 02C101

NOTES:

1. REFER TO DWG 15SM101 FOR KEYNOTES.

CL EL 6428.50

2423WALL BASE

CJ, TYP

FOR REINFORCING

(NOT SHOWN FOR

CLARITY), SEE

TYP

FOR REINFORCING

(NOT SHOWN FOR

CLARITY), SEE B

15SM302

B

15SM302

ACCESS HATCH

BEHIND CUT

M

IN

EL 6420.83

EL 6431.33

FINISHED GRADE EL 6432.00,

SEE GRADING 02C101

EL 6420.83

5'-0"

10'-0"

3'-0" MIN

TYP

1' -4

EL 6420.50

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

3_ zS

C n0

1_ D

5_

SM

1_ D

8.

D W

G

SM

ET

C

AL

F R

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Thomas Paige 2025.04.10 11:23:30 -06'00'

1' -2

FINISH GRADEM

IN

1'-0"

TYP

1'-2"

TYP

B SECTION

3/4"=1'-0"

15SM101

16'-0"

SUMP BEYOND,

TYP

EL VARIES

EL 6433.50

(LOW SIDES)

3'-0" x 3'-0"

ACCESS HATCH,

TYP OF 2

LE

401B

LE

401A

13 TYP OF 2

TNK-401B TNK-401A

7 TYP OF 2

TYP

OF 2

TYP

OF 2

NOTES:

1. REFER TO DWG 15SM101 FOR KEYNOTES.

2. CENTER DIVIDER WALL TO HAVE SAME

REINFORCING AS PERIMETER WALLS. BARS

NOT SHOWN FOR CLARITY.

15SM301

15SM303

#5 @ 6" VERTICAL

DOWELS, EF

#5 @ 12" HORIZ, EF

#5 @ 12" VERTICAL, EF

#5 @ 6" HORIZ AT

CJ FOR 4'-0" UP

#5 @ 6" EW, T&B

#5 @ 6" EW, T&B

15SM102

SEE NOTE 2

M

IN

FOR SUBGRADE PREPARATION,

SEE CIVIL DIVISION 31

SPECIFICATIONS

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

3_ zS

C n0

1_ D

5_

SM

2_ D

8.

D W

G

SM

ET

C

AL

F R

RIDGE AT CENTER

28 TYP

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Thomas Paige 2025.04.10 11:23:45 -06'00'

C SECTION

3/4"=1'-0"

15SM101, 15SM102

EL VARIES

EL 6433.50

(LOW SIDES)

WALL OPENING

BEYOND

ACCESS LADDER

BEYOND, NOT SHOWN

FOR CLARITY

TYP

OF 2

2 TYP OF 2

TYP

OF 2

NOTES:

1. REFER TO DWG 15SM101 FOR KEYNOTES.

EL 6429.25

FOR REINFORCING

(NOT SHOWN FOR

CLARITY), SEE B

15SM302

FOR REINFORCING

(NOT SHOWN FOR

CLARITY), SEE

B

15SM302

FOR SUBGRADE PREPARATION,

SEE CIVIL DIVISION 31 SPECIFICATIONS

4005-557

TYP

4005-511

TYP

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

_S

3_ zS

C n0

1_ D

5_

SM

3_ D

8.

D W

G

SM

ET

C

AL

F R

RIDGE AT CENTER

2 TYP OF 2

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2-1/2" 3" 4" 6" 8" 10" 12" 14" 16" 20" 24"

2-1/2" 2-1/2" 3"

4" 4"

3" 3" 3" 3"

6" 6"

DIMENSION TABLE

PIPE

SIZE

4005-500

"A"

MINIMUM

NOMINAL

PIPE SIZE

"A"

STANDARD PIPE

FLANGE

MINIMUM 1 1/2"

NON-SHRINK

GROUT

NOTE:

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND

ANCHORAGE AS SPECIFIED.

CONCRETE ANCHORS,

SIZE AND NUMBER

AS REQUIRED

BY CALCULATIONS

SIZE AS REQUIRED

BY CALCULATIONS,

STANDARD WALL

PIPE MINIMUM

PRE-ENGINEERED

PIPE SUPPORT

2 1/2" THRU 24" PIPE

PIPE SUPPORT - SADDLE SUPPORT PEDESTAL

TYPE - ADJUSTABLE

4027-191LINE DRAIN VALVE INSTALLATION

3305-981EXHAUST VENT

2' -0

VENT SIZE AS SHOWN

ON DRAWINGS

180° SHORT

RADIUS SCH 40

STEEL ELBOW

SEE NOTE 2

FLG W/ 24-MESH

304 SS SCREEN

(0.0075" WIRE)

BOLTED AND WELDED

BETWEEN FLANGES,

TYP 2 PLACES

NOTES:

1. COAT PIPE IN ACCORDANCE WITH SECTION 09 90 00, PAINTING SYSTEM NO. 5.

2. CAULK IN PLACE WITH FIBERGLASS CAULKING TO SECURE IN PLACE.

6"

SEE NOTE 2

DRILL PIPE AS REQD

FL

O

W

FOR LINE SIZE 2" AND SMALLER, FITTINGS AND VALVES SHALL BE SAME SIZE AS LINE.1.

NOTES:

2" MALE QUICK CONNECT

HOSE COUPLING W/CAP,

ATTACH CAP TO

COUPLING W/CHAIN

2" V300 UNLESS NOTED

OTHERWISE ON DRAWINGS

2"x6" GALVS NIPPLE

UNLESS OTHER SIZE

NOTED ON DRAWINGS

2" DOUBLE STRAP

MI SERVICE SADDLE

MAIN LINE PIPE

CONCRETE ANCHORS,

SIZE AND NUMBER

AS REQUIRED BY

CALCULATION

STANDARD

PIPE FLANGE

PRE-ENGINEERED

U-BOLT

2 1/2" THRU 24" PIPE

MINIMUM 1 1/2"

NON-SHRINK

GROUT

SIZE AS REQUIRED

BY CALCULATIONS,

STANDARD WALL

PIPE MINIMUM

PRE-ENGINEERED

PIPE SUPPORT

NOTE:

1. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND

ANCHORAGE AS SPECIFIED.

2. EPOXY COAT FOR SUBMERGED SERVICE AND PAINT FOR

EXPOSED SERVICE.

2-1/2" 3" 4" 6" 8" 10" 12" 14" 16" 20" 24"

2-1/2" 2-1/2" 3"

3" 4"

3" 3" 3" 3"

4" 4"

DIMENSION TABLE

PIPE

SIZE

"A"

MINIMUM

NOMINAL

PIPE SIZE

4005-501

PIPE SUPPORT - SADDLE SUPPORT PEDESTAL

TYPE - NON-ADJUSTABLE

4/ 4/

1:

A

M X

G -B or de r_

BA

N D

5_

SM

1_ D

8.

D W

G

SM

ET

C

AL

F R

4027-622

1.

2.

3.

4.

5.

6.

CRITICAL AIR GAP AT END

OF SLEEVE, MIN 1/16 INCH,

MAX ONE HALF THE

STEEL WASHER

ID FINISHED PIPE

OVERSIZED FLANGE

HOLES PER AWWA C207

FILL THE GROOVE BETWEEN

THE FLANGES. SEE NOTE 3

THE PIPE COATING ON EACH SIDE OF THE INSULATED FLANGE SHALL BE THE SAME

IN TYPE, THICKNESS, AND QUALITY UP TO THE BACK SIDE OF THE RESPECTIVE FLANGE.

THE LINING ON THE PIPE SHALL BE THE SAME IN TYPE, THICKNESS, AND QUALITY UP

TO THE INSULATED FLANGE JOINT.

FOR PIPE LARGER THAN 24 INCH DIAMETER , FILL THE INSULATED FLANGE'S INTERNAL

GAP WITH A MATERIAL COMPATIBLE WITH THE PIPE LINING.

COAT JOINTS AS SPECIFIED AFTER INSTALLATION.

FOR PIPE SMALLER THAN 36 INCH DIAMETER DELETE INNER STEEL WASHERS.

FOR BURIED OR SUBMERGED INSULATING FLANGE, DO NOT INSTALL INSULATING

WASHER ON PROTECTED SIDE OF FLANGE.

PIPE LINING UP TO THE

GROOVE BETWEEN THE

FLANGES, SEE NOTE 2

PIPE COATING UP TO

BACK OF FLANGE.

SEE NOTE 1

FIELD COATING,

SEE NOTE 4

FULL FACE INSULATING

GASKET

INSULATING SLEEVE

HEAVY HEX NUT

(TYP)

STUD BOLT

NOTES:

INSULATING WASHER

(TYP) SEE NOTE 7

STEEL WASHER, 4

PER FLANGE BOLT.

SEE NOTE 6

2642-930INSULATED FLANGES

4027-192REMOVABLE SILT STOP

TOP VIEW

SIDE VIEW

4"

(4) 1" x 4" x 3/16"

ALIGNMENT TABS

2" x 4" x 1/8" THK D-HANDLE

WELDED TO PIPE

2" x 4" x 1/8" THK D-HANDLE

WELDED TO PIPE

(4) 1" x 4" x 3/16"

ALIGNMENT TABS

PIPE MATERIAL TO 6" SCH10 304 STAINLESS STEEL.1.

NOTES:

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PRESSURE GAUGE MOUNTING

PROCESS PIPE

SEE NOTES 1, 2 AND 3

SEE NOTES 1, 2 AND 3

1.

2.

3.

4.

PRESSURE GAUGE

1/4" GAUGE COCK

PROVIDE SNUBBER FOR POSITIVE DISPLACEMENT PUMP INSTALLATIONS.

FOR STEEL, GALVANIZED STEEL, AND PVC 2 1/2" AND SMALLER USE A BUSHING IN A TEE.

NOTES:

DIAPHRAGM PRESSURE GAUGE

PRESSURE GAUGE

PRESSURE GAUGE

DIAPHRAGM SEAL

FOR DUCTILE IRON AND FIBERGLASS REINFORCED PLASTIC PIPE, ALL SIZES, USE PIPE

SADDLE WITH BUSHING.

1/4" NATIONAL

PIPE THREAD

PROCESS PIPE

FOR STEEL AND STAINLESS STEEL PIPES 3" AND LARGER, AND PRESSURE VESSELS,

USE THRED-O-LET AS SHOWN.

1/4" BALL VALVE

ON DIAPHRAGM

SEAL FLUSHING

TAP

1-1/2" NIPPLE

1-1/2" ECCENTRIC

PLUG VALVE

4090-690

TOP OF FLOOR

COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT.1.

NOTES:

AS REQD FOR PIPE

INSTALLATION,

6" MIN

AS REQD FOR PIPE

INSTALLATION,

6" MIN

FLGxPE PIPE

DUCTILE IRON

WALL PIPE UNLESS

OTHERWISE SHOWN

THRUST

COLLAR

FLOOR PIPE 4027-622

1.

1'-0"

PIPE SIZES 1/2"-10"

AS

R

EQ

U

IR

ED

NOTES:

FOR CONRETE APPLICATIONS,

USE EMBEDDED CONCRETE

INSERTS. FOR STEEL

APPLICATIONS, USE BEAM

CLAMPS.

2 -#4 EW AT ISOLATED INSERTS,

#4 @ 12 AT CONTINUOUS INSERTS

PIPE INSULATION

AS SPECIFIED

ROD SIZED FOR

LOAD AND SPACING

CLEVIS PIPE HANGER

PROTECTIVE INSULATION

SHIELD

PIPE HANGERS SHALL BE OVERSIZED AS REQUIRED TO ACCOMMODATE

THICKNESS OF INSULATION SPECIFIED. HANGER SHALL NOT COME INTO

CONTACT WITH THE INSULATION DIRECTLY, EITHER AT THE VERTICAL

YOKE OR AT THE POINT OF SUPPORT. FOR REQUIREMENTS ON

INSULATION SHIELD USED WITH PIPE HANGERS, SEE SPECIFICATIONS.

PIPE HANGER 4005-557

DUCTILE IRON WALL PIPE

COAT WALL PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT.1.

NOTES:

AS REQD FOR PIPE

INSTALLATION, 9" MIN

DUCTILE IRON

WALL PIPE

AS REQD FOR PIPE

INSTALLATION, 9" MIN

ENDS AS SHOWN

ON PLANS, TYP

THRUST COLLAR

4027-605

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3/4" DOUBLE STRAP

GALVANIZED

MALLEABLE IRON

SERVICE SADDLE

1/4"x4" GALVANIZED

STEEL NIPPLE

3/4"x1/4" GALVANIZED

STEEL BUSHING

CENTERLINE OF WALL

STEEL SEEP RING 1/4"

MINIMUM THICKNESS

D+2" THRU 12"

D+4" 14" AND LARGER

SEAL WELD

AROUND

BOTH SIDES

ENDS AS

SHOWN

ON PLANS

STEEL PIPE

AS REQUIRED FOR

PIPE INSTALLATION,

9" MINIMUM

PRESSURE TEST POINT STEEL WALL PIPE

1/4" BALL VALVE UNLESS

NOTED OTHERWISE ON

DRAWINGS

4027-6004027-194

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0310-052ALTERNATE FOR TIE-THROUGH BOLT 0315-001PLASTIC WATERSTOP

0315-011WATERSTOP JOINTS

0310-051FORM SNAP-TIE HOLE

THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS SHALL BE

APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE

UNIFORM IN EACH DIRECTION.

EXPOSED FACE OF WALL

WATERSTOP

INSIDE OR WATER

SIDE OF WALL

USE CONICAL TYPE

INSERTS EACH FACE

DEPTH OF CONE AS

SPECIFIED, TYP

NOTE:

FILL WITH

REPAIR MATERIAL

1.

2.

3.

4.

DRIVE IN VINYL PLUG.

SANDBLAST OR MECHANICALLY ROUGHEN WITH ELECTRIC EQUIPMENT.

NOTE:

CONSTRUCTION STEPS:

COAT HOLE ON DRY SIDE OF PLUG AND WHILE BONDING AGENT IS TACKY, DRYPACK.

5.

MECHANICALLY

ROUGHEN OR

SANDBLAST

TAPER-TIE HOLE

SURFACES

DRYPACK

DRY SIDE

COAT HOLE WITH

BONDING AGENT

EXTERIOR (DRY SIDE)

FACE OF WALL

INTERIOR (WATER

SIDE) FACE OF WALL

DRYPACK

WATER SIDE

DRIVE IN VINYL PLUG,

SIZE OF PLUG AS

REQD TO FIT TIGHT

AT CENTER OF WALL

MINIMUM HOLE DIAMETER AT EXTERIOR FACE = 1". TAPER HOLE SO THAT MINIMUM

HOLE DIAMETER AT INTERIOR FACE = 1 1/4"

USE CATEGORY II, NON-SHRINK GROUT AS SPECIFIED.

COAT HOLE ON WATER SIDE OF PLUG AND WHILE BONDING AGENT IS TACKY,

DRYPACK.

SIZE

6" 6

TYP

5/32"

6"x3/8" 3/8" 3/8" 7/8"

1.

2.

"A"

NOTES:

1/8" PROJECTION

ALL RIBS, TYP

"B"-MIN STEM

THICKNESS

@ CTR BULB

"E"-MIN BULB

THICKNESS

"F"-APPROXIMATE

NO. OF RIBS

EA SIDE, EA

FACE OF WS

"D"-CENTER BULB

OUTSIDE DIA

"C"-MIN STEM

THICKNESS

@ OUTSIDE

BULB TYPE WATERSTOP SHOWN IS REQUIRED FOR EXPANSION AND CONTROL JOINTS.

SIMILAR WATERSTOPS WITHOUT CENTER BULB MAY BE SUBSTITUTED AT

CONSTRUCTION JOINTS.

1/4" "A" "B" "C" "D" "E" "F"

VERTICAL ELL VERTICAL TEE VERTICAL CROSS

FLAT ELL FLAT CROSS

ALL WELDS SHALL BE PER WATERSTOP MANUFACTURER'S RECOMMENDATIONS.

NOTE:

FLAT TEE

MITER CORNERS OF VERTICAL

JOINTS & WELD SIMILAR AS

SHOWN BELOW FOR IN-PLANE

JOINTS

SECOND

WELD

FIRST

WELD

SECOND

WELD

FIRST

WELD

THIRD

WELD

SEE WATERSTOP JOINT DETAIL .0315-001

10'-0" MIN

20'-0" MAX

40'-0" MAX

CJ SPACING

10'-0" MIN

20'-0" MAX

1.

2.

C J

SP

AC

IN

G

'-0

" M

AX

C J

SP

AC

IN

G

'-0

" M

IN

'-0

" M

AX

'-0

" M

AX

40'-0" MAX

CJ SPACING

10'-0" MIN

20'-0" MAX

'-0

" M

IN

'-0

" M

AX

PLAN

NOTES:

VERTICAL CJ, TYP

SEE

COORDINATE CONSTRUCTION JOINT LOCATIONS AND TIME BETWEEN

CONCRETE POURS WITH SPECIFICATION.

LOCATE WALL CONSTRUCTION JOINTS AS SHOWN, UNLESS INDICATED

OTHERWISE.

SUBMIT CONSTRUCTION JOINT LAYOUT PLAN FOR APPROVAL PRIOR

TO CONSTRUCTION.

3.

0315-131WATER CONSTRUCTION JOINT SPACING

0315-151

0315-133CONCRETE PLACEMENT SEQUENCE

NOTES:

CONCRETE SLAB

PLASTIC WATERSTOP

FOR JOINT TYPE,

SEE PLANS

PLACEMENT SEQUENCE SHOWN REQUIRED ON BOTH SIDES OF JOINTS,

IN ALL CONCRETE SLAB AND FOOTING POURS WITH HORIZONTALLY

PLACED PLASTIC WATERSTOPS.

PLACE CONCRETE BELOW WATERSTOP FIRST, VIBRATING THOROUGHLY.

TO CONFIRM THERE ARE NO AIR VOIDS, LIFT WATERSTOP. A

CONTINUOUS IMPRESSION OF THE WATERSTOP, INCLUDING EDGE OF

BULB, SHOULD BE VISIBLE IN THE FRESH CONCRETE. CONTINUE THIS

PROCEDURE ALONG THE ENTIRE POURED JOINT, END TO END. IF A

CONTINUOUS IMPRESSION IS CONFIRMED, PROCEED WITH STEP 4. IF A

VOID LARGER THE 1/4 INCH IN DIAMETER IS PRESENT ANYWHERE IN

THE WATERSTOP IMPRESSION, PROCEED WITH STEP 3.

IF A VOID LARGER THAN 1/4 INCH IN DIAMETER IS PRESENT IN THE

WATERSTOP IMPRESSION, ADDITIONAL CONCRETE SHALL BE PLACED

UNDER THE WATERSTOP, VIBRATED, AND STEP 2 REPEATED.

FINISH PLACING CONCRETE ABOVE THE WATERSTOP TO TOP OF SLAB.

STEP 1

STEP 2

STEP 3

STEP 4

STEP 1

STEP 3

STEP 4

STEP 2

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TYPICAL WALL CORNER AND INTERSECTION REINFORCINGOPENING REINFORCING 0330-0030330-001

1' -6

LA

P

2.

3.

4.

5.

6.

OPNG OPNG

1.

DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.

PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

7.

TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS OF BELOW GRADE AND HYDRAULIC

STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED

OTHERWISE ON PLANS.

PROVIDE A MINIMUM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH

FACE), INCLUDING DOWELS AND CORNER BARS, TYPICAL.

SPACE AT 3 BAR DIAMETERS (OR 3" MINIMUM) ON CENTER. LOCATE HALF OF

TOTAL AREA ON EACH SIDE OF OPENING.

AT OPENINGS WITHIN 12" OF AN INTERSECTING WALL OR SLAB, PROVIDE ONLY THE

EXTRA REINFORCEMENT WHICH WILL FIT, AT THE BAR SPACING IN NOTE 6.

TOTAL AREA OF

BARS EQUAL

BAND "A" BARS

CUT, SEE NOTE 6 & 7

TOTAL AREA OF BARS

EQUAL BAND "B" BARS

CUT, SEE NOTE 6 & 7

SEE NOTE 1

STEEL REINF

CUT BAND "B"

STEEL REINF

CUT BAND "A"

1 - #5 HOOP, DIA OF

OPNG +8", IN EA LAYER

OF REINF FOR OPNGS

LARGER THAN 8"

ADD 1 - #5x4'-0" DIAG

AT EA CORNER FOR

EA LAYER OF REINF

SEE NOTE 1

STD ACI-318

90° HOOK UNLESS

OTHERWISE NOTED

LAP, SEE

NOTE 5, TYPN

O

TE 3

"L

"L""L"

NOTE

NOTE

N O

TE 3

SINGLE REINFORCEMENT MAT

HORIZ WALL REINFORCEMENT

BETWEEN CORNERS AND

INTERSECTIONS AS SHOWN

ON WALL SECTIONS, LAP

WITH CORNER AND

INTERSECTION REINFORCEMENT

NOTE

LAP, SEE

NOTE 5

TYPICAL

"C" BARS

"B" BARS

"A" BARS,

SEE PLANS

STD ACI-318

90° HOOK OR

AS NOTED ON

THE DWGS

STD HOOK OR

AS NOTED ON

THE DWGS

"E" BARS

"D" BARS

"G" BARS

"F" BARS

N O

TE 3

"L

"L"

NOTE

3NOTE

NOTE

"L"

N O

TE 3

DOUBLE REINFORCEMENT MAT

NOTES:

1. TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION

REINFORCEMENT LAYOUT IS SHOWN TO AVOID CONGESTION

AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING

SEE PLANS. ALL HORIZONTAL REINFORCEMENT AT CORNERS

AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED

WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF

BAR SIZE AND SPACING.

2. WHERE THE CORNER OR INTERSECTION REINFORCEMENT

SIZE AND SPACING IS NOT SHOWN, NOTED OR TABULATED ON

THE PLANS, THE SIZE AND SPACING SHALL BE THE SAME AS THE

WALL HORIZONTAL REINFORCEMENT SHOWN ON THE WALL

SECTIONS OR AS NOTED FOR THE REINFORCEMENT BETWEEN

THE CORNERS OR INTERSECTIONS.

3. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE

LENGTH INDICATED AS "NOTE 3" SHALL BE THE LESSER OF L/4,

10 FEET, OR 1.0 TIMES THE HEIGHT OF THE WALL, EXCEPT THAT

IN NO CASE SHALL IT BE LESS THAN A LAP LENGTH.

4. L = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION.

TYPICAL HORIZONTAL

WALL REINFORCEMENT AS

SHOWN ON DRAWINGS,

LAP WITH CORNER AND

INTERSECTION REINFORCEMENT

5. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE

LENGTH INDICATED AS "NOTE 5" SHALL BE EQUAL TO ONE

"LAP LENGTH" AS REQUIRED BY THE GENERAL STRUCTURAL

NOTES. USE THE LAP LENGTH AS REQUIRED FOR THE SMALLER

OF THE TWO REINFORCEMENT BARS BEING SPLICED.

6. UNLESS OTHERWISE NOTED, "B" AND "C" BARS ARE THE SAME

SIZE AND SPACING AND "F" AND "G" BARS ARE THE SAME SIZE

AND SPACING.

WALL BASE CONSTRUCTION JOINTWALLS CONSTRUCTION JOINT AT ELEVATED SLAB

WALL

ELEVATED SLAB

1/

2"

CONSTRUCTION JOINT

WITH 6" PLASTIC

WATERSTOP

TOP SLAB

C

LR

SECURE WATERSTOP IN-PLACE AS SPECIFIED.

1.

2.

EQUAL

NOTES:

1/

2"

CONSTRUCTION

JOINT

LOCATION OF BASE SLAB

TOP REINF, SEE PLANS

FOR WALLS WITH SINGLE MAT OF REINFORCING LOCATE WATERSTOP ON LIQUID

FACE, 1" CLEAR OF REINFORCEMENT.

6" PLASTIC

WATERSTOP,

SEE 0315-001

0315-152 0315-154

2" CLR,

TYP

T

6" PLASTIC

WATERSTOP, BOND

TO INTERSECTING

WATERSTOP, TYP

TYP SLAB REINF

CONTINUOUS

THROUGH JOINT

TYPICAL SLAB REINF

T&B, EA SIDE OF JOINT

3/8" TOOLED JOINT

ROUGHEN AND CLEAN

NOTE:

1.

T2

FOR CONCRETE PLACEMENT AROUND WATERSTOP, SEE .

SLAB CONSTRUCTION JOINT 0315-142

WALL VERTICAL CONSTRUCTION JOINT 0315-151

0315-133

ROUGHEN AND CLEAN

1.

2.

NOTES:

LAP REINF AS

INDICATED ON PLANS

W

AL

L

TH

IC

KN

ES

S

T

T/

ALL REINFORCEMENT CONTINUOUS ACROSS JOINT.

FOR LOCATIONS, SEE .

6" PLASTIC WATERSTOP, SEE

CONTINUOUS, STOP 1 1/2"

FROM TOP OF WALL

0315-131

4/ 4/

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0330-0560330-044IN-SLAB SUMP REINFORCING

1.

NOTES:

TYP 3

SIDES

TYP SLAB

REINF

MIN 1'-0" OR

WALL THICKNESS

12" MIN1'-0"

#5@6" TYP

3'-0"

DIAG & ADDL

REINF 3 SIDES

PER EMBEDMENT

LENGTH

OF BAR

PLANS

SEE

PL

AN

S

SE

E

CJ

TYP WALL VERTS

& DOWELS

MATCH TOP MAT

BAR SIZE AND SPG

SLAB ON

GRADE

THICKNESS

REBAR LOCATION SHALL ACCOMMO DATE GRATING CONNECTIONS WHERE

REQUIRED. SEE DETAIL .

THICKENED SLAB

0330-001

0315-154

0553-001

CONCRETE EQUIPMENT PAD

1.

2.

NOTES:

CONCRETE PADS FOR ELECTRICAL EQUIPMENT

SHALL BE 3 1/2" HIGH,UNLESS NOTED OTHERWISE.

WHEN ANCHORAGE OF EQUIPMENT TO PAD IS

REQUIRED, USE CONCRETE ANCHORS SPECIFIED.

2" MIN ALL AROUND

OR AS REQUIRED BY

ANCHORAGE

CALCULATIONS

PAD HEIGHT AS

REQD, 3 1/2" MIN,

10" MAX

#3@12" EW

EQUIPMENT

EQUIPMENT PAD

3/4" CHAMFER, TYP

EXST OR NEW SUSPENDED

SLAB OR SLAB ON GRADE,

FOR THICKNESS SEE PLANS

#4 ADHESIVE DOWEL

@ 12" OC @ PERIMETER,

SEE

CONSTRUCTION JOINT,

ROUGHEN & CLEAN PRIOR

TO PLACING PAD

0330-105

NOTES:

5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE.

6. WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE WHILE THE GROUT IS PLACED.

WEDGES OR SHIMS SHALL BE REMOVED AFTER GROUT IS SET AND PACK VOID WITH GROUT.

7. AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER AND APPROVED BY THE ENGINEER. ANCHORS SHALL BE INSTALLED WITH 4" MINIMUM EDGE DISTANCE IN EACH

DIRECTION.

1. PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS INDICATED BY THE MANUFACTURER

AND APPROVED BY THE ENGINEER.

2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE PAD IS BEING PLACED.

3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL

DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER.

4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1"…