2-Drawings Sanpete County Maintenance Facility.pdf

PDF 12 MB Posted Sep 24, 2025

Attached to: GJ26-34 Sanpete County Maintenance Facility Construction 2109-090
Solicitation number: GJ26-34
Issued by: Summit County, Moab City, Utah

About this file

Written by GovTribe AI · Sep 25, 2025

The documents are architectural and engineering design drawings for the Sanpete County Maintenance Facility located at 600 South 500 West in Manti, Utah, prepared by Jones & DeMille Engineering with Campbell Architecture as the architect. The project involves constructing a new maintenance facility with multiple functional spaces including a wash bay, grease bay, equipment room, corridor, unisex restroom, and lube room. The project is designed for bidding as of September 23, 2025, with project number 2109-090, and includes comprehensive drawings covering civil, structural, architectural, mechanical, plumbing, and electrical systems.

The facility is a pre-engineered metal building with approximately 6,068 square feet, designed for 15 occupants and classified as a B/S-1 construction type with Class "C" fire resistance. The design incorporates features like a trench drain, catwalk, and specialized equipment including pressure washers, air compressors, and unit heaters. The electrical system is powered by a 112.5 kVA transformer with 208Y/120V service, and the mechanical systems include industrial space heaters, exhaust fans, and CO/NO2 air quality sensors. The project includes detailed specifications for site utilities, storm water management, leak detection systems, and compliance with the 2021 International Building Code and related standards.

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SANPETE COUNTY

MAINTENANCE FACILITY

DRAWINGS

SEPTEMBER 23, 2025

FOR BIDDING ONLY

Project #: 2109-090

Location: 600 SOUTH 500 WEST MANTI, UTAH 84642 Project Number: 2109-090 Date: 02-21-2025

SANPETE COUNTY

MAINT. FACILITY

The 2021 Edition of the IBC, IECC, IPC, IMC AND the 2020 Edition of the NEC

ANSI A117

ROOM NUMBER

MASONRYMASONRY

EARTHEARTH

INSULATION

PLYWOOD

INSULATION

PLYWOOD

WOOD BLOCKING

CONTINUOUS WOOD

ACOUSTIC TILE

GYPSUM BOARD

RIGID INSULATION

FINISH WOOD

WOOD BLOCKING

CONTINUOUS WOOD

ACOUSTIC TILE

GYPSUM BOARD

RIGID INSULATION

FINISH WOOD

GROUTGROUT

ASPHALT PAVING

COMPACTED GRANULAR FILL

ASPHALT PAVING

COMPACTED GRANULAR FILL

WINDOW TYPE

INTERIOR ELEVATION

WALL SECTION MARKER

BUILDING SECTION

ROOM NUMBER

WINDOW TYPE

INTERIOR ELEVATION

WALL SECTION MARKER

BUILDING SECTION

DOOR NUMBER

EXPLANATION

WALL TYPE - SEE WALL

MATERIAL CALL-OUT

FEATURE ELEVATION

KEY NOTE OR

DOOR NUMBER

TYPE SHEET A-1 FOR

EXPLANATION

WALL TYPE - SEE WALL

MATERIAL CALL-OUT

FEATURE ELEVATION

KEY NOTE OR

DETAIL NUMBER

T.O. -----

TYPE

INSULATION

100'-0"

HEIGHT OFHEIGHT OFtda

FIRE RATINGFIRE RATING

WALLWALL

1si

0/00

SHEET NUMBER

DETAILDETAIL

SHEET NUMBER

DETAIL NUMBER

SECTION NUMBER

Architect: Kim Campbell

(435) 628-5969

46 North 200 East

St. George, Utah 84770

Occupancy

Code Requirement

Allowable Height

Roof Covering

Table 503, Section 504

Section 1505

Table 503

Section 506

Allowable Floor Area

Allowable Area Increase

CLASS "C" FIRE RESISTANCE

2 STORIES

NA NA

1 STORY

21'-7"

Actual Building Design

Reference

Chapter 3

Section 602

Construction Type

Code Item

5B 5B

6,068 SQ. FT

15 Occupants

At least 60% but not less than 1Accessible Entrance

Restroom Accessiblity

Section 1005

Section 1105.1

Egress Width

Draft Stops

ANSI A117.1-2009

accessible restroom

1 accessible fixture type for each

Provided

Section 717

CLASS "C" FIRE RESISTANCE

B/S-1

Allowable Height Increase

Section 504

60'

PLUMBING FIXTURE COUNT

Campbell Architecture

KEY TO MATERIALS

SYMBOLS

ARCHITECT

CONSULTANTS

CIVIL

STRUCTURAL

MECHANICAL

ELECTRICAL

CODE REVIEW AND

DESIGN CRITERIA

1535 S. 100 W.

Richfield, Utah 84701

(435) 896-8266

ATTN: JARED BARTON

Jones & Demille Engineering

1535 S. 100 W.

Richfield, Utah 84701

(435) 896-8266 Atten: Kendrick Thomas

Jones & Demille Engineering

230 NORTH 1680 EAST Bldg. V

ST. GEORGE, UT 84770

(435)674-4800

ATTN: LADD BIRCH

Van Boerum & Frank Associates

230 NORTH 1680 EAST Bldg. V

ST. GEORGE, UT 84770

(435)674-4800

ATTN: LADD BIRCH

Van Boerum & Frank Associates

B/S-1

NA NA

DEFERRED SUBMITTALS

NA NA

15 OCCUPANTS OR LESS PER: 2902-2-2-1

9,000 SQ.FT. PER FLOOR MAX

REQUIRED PROVIDED

230 NORTH 1680 EAST Bldg. V

ST. GEORGE, UT 84770

(435)674-4800

ATTN: LADD BIRCH

Van Boerum & Frank Associates

PLUMBING

1. PRE-ENGINEERED METAL BUILDING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

REVISIONS

SUBMITTAL:

SHEET NO.

STAMP:

PROJECT NUMBER

F ile

P a th

P ri n t D a te

A u to d e s k D o c s /2

-0

A N

P E

T E

C O

U N

T Y

M A

E N

A N

C E

F A

-0

S a n p e te

C o u n ty M a in t.

F a c ili ty .r v t

2109-090

S A

N P

E T

E C

O U

N T

Y W

A S

H /G

R E

A S

E F

A C

L E

S H

E E

G-001

S A

N P

E T

E C

O U

N T

SHEET INDEX

SHEET # DESCRIPTION

1-GENERAL

G-001 TITLE SHEET

G-003 LIFE SAFETY PLAN

2-CIVIL

C-101 SITE PLAN

C-102 UTILITY PLAN

C-103 UTILITY PLAN

C-104 UTILITY PLAN

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

3-STRUCTURAL

S-101 STRUCTURAL FOUNDATION PLAN, NOTES, AND SCHEDULES

S-501 STRUCTURAL DETAILS

4-ARCHITECTURAL

A-001 ADA

A-002 ADA

A-003 ADA

A-101 FLOOR PLAN

A-111 ROOF PLAN

A-120 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-501 ARCHITECTURAL DETAILS

A-601 ARCHITECTURAL SCHEDULES

5-MECHANICAL

M-001 SHEET INDEX, GENERAL NOTES, AND ABBREVIATIONS

M-101 FIRST FLOOR MECHANICAL PLAN

M-102 ROOF MECHANICAL PLAN

M-501 DETAILS AND SCHEMATICS

M-601 SCHEDULES

6-PLUMBING

P-101 FIRST FLOOR PLUMBING PLAN

W-101 WASH EQUIPMENT PLAN

7-ELECTRICAL

E-010 ELECTRICAL COVER SHEET

E-020 ENERGY COMPLIANCE CERTIFICATE

ES101 SITE ELECTRICAL PLAN

E-101 POWER PLAN

E-151 LIGHTING PLAN

E-501 ELECTRICAL DIAGRAMS

E-502 INSTALLATION DETAILS

E-601 EQUIPMENT SCHEDULES

NO. DATE DESCRIPTION

07/09/25 farah.s Text Box

30 4

SPACE

.2"

EXIT

OCCUPANCY CLASSIFICATION

ROOM AREA IN SQUARE FEET

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

EGRESS WIDTH

WIDTH PER OCCUPANT

FIRE EXTINGUISHER

1 HOUR FIRE WALL - EXTEND TO

DECK ABOVE

MAXIMUM EGRESS TRAVEL DISTANCE

EXIT PLAN LEGEND

A-101

TP-1

TP-2

.2"

EXIT

.2"

EXIT

.2"

EXIT

.2"

EXIT

A-501

WASH BAY

GREASE BAY

EQUIP. RM.

CORR.

UNISEX

LUBE RM.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

REVISIONS

SUBMITTAL:

SHEET NO.

STAMP:

PROJECT NUMBER

F ile

P a th

P ri n t D a te

A u to d e s k D o c s /2

-0

A N

P E

T E

C O

U N

T Y

M A

E N

A N

C E

F A

-0

S a n p e te

C o u n ty M a in t.

F a c ili ty .r v t

2109-090

S A

N P

E T

E C

O U

N T

Y W

A S

H /G

R E

A S

E F

A C

E S

A F

E T

Y P

L A

G-003

S A

N P

E T

E C

O U

N T

TRAVEL DISTANCE

TRAVEL

PATH

COMMON PATH OF

EGRESS TRAVEL

DISTANCE

TP-1 63'

TP-2 61'

NO. DATE DESCRIPTION

1/8" = 1'-0"1

LIFE SAFETY PLAN

07/09/25 farah.s

EPP

.8 of

-2

.4 9%

EPP

55975598

5605 5604

5602 56

03 56

-1 .5

-1 .3

-5.7%-2.5%

-8.1%

-7.2% -2.2%

-2 .1

-2.2%

-5 0.

-2 .5

-2

-4.3%

-4.4%

-4.6%

-3 .1

-2 .0

-2 .1

-2

-2 .0

-2.0%

-3.4%

-2 .3%

-3.1%

-2.0%

-2.8%

-2 .0

-2 .3

-2 .5

-2 .4

-3.8%

-5.3%

-6.

-4.1%-5.5%

-8.1%

-4.6%

-3.

-4.2%

-4.6%

-3.3%

-3.6%

-4.4%

-4.3%

-1 .8%

-4.1%

-4.9%

-2 .1

-2.0%

-24.9%

0% 0.

-5 0.

-2 .0

-1.

7% -1.

-3 0.

-3 2.

-2 .0

-3.7%

-2.5%

-1.1%

-7.2%

-2 .3%

-49.7%

-2.0%

-2 .0

-26.9%

-4.3%

-5.6%

-4.7%

-3.1%

-2 .0

-2.0%

-55.2%

-27.7%

-53.8%

-5 .0%

-25.2%

-4 6.

-5 0.

-5 2.

-4.

-2.6%

-50.0%

-5 9.

-3 4.

-49.6%

-50.0%

-3.0%

-50.0%

-2.0%

-21.1%

-27.9%

-2.0%

-1.9%

-2.0%

-4.6%

-2.0%

-4.0%

-2 .2

-0.7%-2.2%

-2.0%

-2 .5

%-5 4.

-2.6%

-2 .0

-2 .1

-4 2.

-26.1% -26.1%

-2 .4

-2 .0

-2.0%

-37 .5%

-37.5%

-2 .0

-4.2%

-2.0%

-15.3%

-2.3%

-2 .0

%-4.3%

-4.6%

-2.8%

-2 .1

-3.1%

-1 8.

-2 5.

-31.7%

-2 .0

-2 .2

-19.6%

-4 .9

-2.6%

-3 .1

-2.0%

-1 .7

-4 .4%

-1 0.

-37.5%

500 WEST

400 WEST

SANPETE COUNTY

ROAD DEPARTMENT

OFFICE

E C

O X

C O

N G

SURFACE GRADING,

SLOPE TO STORM

DRAIN GRATE &

ELIMINATE

PONDING ON SITE.

EXISTING STORM DRAIN

PIPE. 4"Ø PLASTIC PIPE

EXISTING STORM

GRATE CATCH BASIN

WITH 4"Ø PLASTIC PIPE

R E

U N

G R

O U

N D

R M

4' X2

4' X8

T C

-1

EXISTING STORM DRAIN

OUTLET PIPE. 8"Ø

STEEL PIPE, FLOWLINE

ELEV: 5594.34

EXISTING 12"Ø CPP CULVERT,

INLET FLOWLINE ELEV: 5593.26

EXISTING 12"Ø CPP CULVERT,

OUTLET FLOWLINE ELEV: 5592.24

EXISTING 8"Ø CPP CULVERT,

INLET FLOWLINE ELEV: 5600.45

EXISTING 8"Ø CPP CULVERT,

OUTLET FLOWLINE ELEV: 5599.38

EXISTING CONCRETE

CROSS GUTTER

EXISTING STORM

GRATE CATCH BASIN

WITH 4"Ø PLASTIC PIPE

CUT & CAP EXISTING STORM

DRAIN PIPE

EXISTING STORM DRAIN

GRATE & CATCH BASIN

TO REMAIN.

6"Ø SEWER PIPE

OLD CASTLE GREASE TRAP

REQ'D SEE DETAIL C-502 OR

APPROVED EQUAL

SEDIMENT TRAP SEE

DETAIL ON SHEET C-502

4"Ø SEWER PIPE

6"Ø SEWER PIPE

6" SEWER PLUG VALVE REQ'D

WYE FITTING

CONNECT SEWER

PIPES, 6"X4" REDUCER

FUTURE EVAP POND INLET

6"Ø FLOWLINE ELEV: 5596.25

SEWER SERVICE CONNECTION

TO MANTI CITY SEWER SYSTEM

98'x43'x4.5' DEEP STORM

DETENTION POND.

POND BOTTOM ELEV: 5594.00

SEE SHEET C-503

G R

DRAINAGE SWALE,

GRADE TO DRAIN INTO

DETENTION POND

GAS SERVICE LINE

6" PVC WATER MAIN

(BY OTHERS) (192 L.F.)

CUT DRAINAGE DITCH

(BY OTHERS)

CUT DRAINAGE DITCH

(BY OTHERS)

CUT DRAINAGE DITCH

(BY OTHERS)

CUT DRAINAGE DITCH

(BY OTHERS)

FUTURE 59'x48'x4.25' DEEP

WASH WATER POND.

POND BOTTOM ELEV: 5595.00

SEE SHEET C-503

RIRRAP ARMORED

DRAINAGE POND

OUTLET ELEV: 5598.00

6"Ø SEWER PIPE

ELECTRICAL SERVICE LINE

4" SEWER CLEANOUT REQ'D

6" SEWER PIPE REQ'D

6" SEWER

CLEANOUT

REQ'D

(2-WAY)

6" SEWER

CLEANOUT

REQ'D

4" SEWER CLEANOUT

REQ'D

6" SEWER CLEANOUT REQ'D

FUEL

BUILDING

FUEL

PUMP

PAD

WEED

EQUIPMENT

BUILDING

TANKS

AND

STORAGE

AREA

MAINTENANCE / STORAGE BUILDING

SANPETE EMS

BUILDING

4"Ø SEWER PIPE

6"Ø SEWER PIPE

6" SEWER

CLEANOUT

REQ'D

CONNECT 6" SEWER

PIPE TO EXISTING DRAIN

PIPE (4"Ø) (FIELD VERIFY

SIZE & LOCATION)

6"Ø SEWER PIPE

5 LF. 6"Ø SEWER PIPE

STUB & CAP

6" SEWER CLEANOUT

REQ'D

LEAK

DETECTION

SEE SHEET

C-503

3 PHASE ELECTRICAL

TRANSFORMER

WYE FITTING

4" SEWER

CLEANOUT

REQ'D

6" SEWER CLEANOUT REQ'D

4" SEWER

CLEANOUT

REQ'D

(2-WAY)

SALT

SHED

C E

/ S

6" SEWER CLEANOUT REQ'D

54'-6" x 25' x 8"

CONCRETE APRON

REQ'D

5' x 5' x 4" THICK CONCRETE

STOOP REQ'D 2.00% SLOPE

AWAY FROM BUILDING

7'-8" x 5' x 4" THICK CONCRETE

STOOP REQ'D 2.00% SLOPE

AWAY FROM BUILDING5' x 5' x 4" THICK CONCRETE

STOOP REQ'D 2.00% SLOPE

AWAY FROM BUILDING

5' x 5' x 4" THICK CONCRETE

STOOP REQ'D 2.00% SLOPE

AWAY FROM BUILDING

5' x 5' x 4" THICK CONCRETE

STOOP REQ'D 2.00% SLOPE

AWAY FROM BUILDING

5' x 5' x 4" THICK CONCRETE

STOOP REQ'D 2.00% SLOPE

AWAY FROM BUILDING

45'-10" x 25' x 8"

THICK CONCRETE

APRON REQ'D

4" UNTREATED BASE

COURSE REQ'D

4" UNTREATED BASE

COURSE REQ'D

4" UNTREATED BASE

COURSE REQ'D

6" SEWER CLEANOUT REQ'D

OLD CASTLE GREASE TRAP

REQ'D SEE DETAIL C-502

OR APPROVED EQUAL

WYE FITTING

PIPE BOLLARD TYP

GRADE BREAK

24"@ -37.5% SLOPE

6" GATE VALVE

(BY OTHERS)

8"x6" TEE CONNECT

TO EXISTING MAIN

(BY OTHERS)

WATER SERVICE,

(BY OTHERS) (100 L.F.)

FIRE HYDRANT

(BY OTHERS)

PIPE BOLLARD TYP

REVISIONS

SHEET NO.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

NO. DATE DESCRIPTION

SUBMITTAL:

STAMP:

PROJECT NUMBER

Fi le

P at h:

Pr in t D at e:

C-101

2109-090

:2 4:

M H

:\J D

\P ro j\2

0\ dw g\

-0 1.

dw g

FOR BIDDING

SCALE: 1" = 30'

NOTES:

1. ELEVATIONS ARE GIVEN IN FEET.

2. DO NOT USE 90 DEGREE ELBOWS FOR SEWER PIPE. USE WYES, 45 DEGREE ELBOWS, AND

OTHER FITTINGS AS NECESSARY FOR SEWER PIPE.

3. COORDINATE ELEVATION OF SEWER PIPES AT NEW BUILDING WITH PLUMBING DRAWINGS.

4. FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT CONNECTION AND

CROSSING LOCATIONS.

5. INSTALL CLEANOUTS AT 100' MAXIMUM SPACING.

6. SITE GRADING AND UNTREATED BASE COURSE PLACEMENT TO BE DONE BY OTHERS.

7. SEWER PIPE PRESSURE CLASS SDR 26 (115 PSI) ASTM D3034.

AutoCAD SHX Text N jamison.c Jamison Christensen

SMH

REVISIONS

SHEET NO.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

NO. DATE DESCRIPTION

SUBMITTAL:

STAMP:

PROJECT NUMBER

Fi le

P at h:

Pr in t D at e:

C-102

2109-090

:2 4:

M H

:\J D

\P ro j\2

0\ dw g\ U

T-

.d w g

FOR BIDDING

SCALE: 1" = 10'

10 LF. 6"Ø PVC SEWER PIPE @ 2.00%

SLOPE REQ'D (WASH BAY DRAINS)

3.5 LF. 6"Ø PVC SEWER PIPE @ 4.00% SLOPE REQ'D

32 LF. 6"Ø PVC

SEWER PIPE @

3.15% SLOPE REQ'D

22 LF. 6"Ø PVC SEWER PIPE @ 3.50%

SLOPE REQ'D (GREASE BAY DRAINS)

PIPE CONNECTION

ELEVATION = 5600.38

PIPE CONNECTION

ELEVATION = 5599.57

6.00'

OLD CASTLE GREASE TRAP

REQ'D SEE DETAIL C-502

OR APPROVED EQUAL

INV. IN: 5600.03 (E)

INV. OUT: 5600.00 (W)

(2) 6" SEWER CLEANOUT REQ'D6" SEWER

CLEANOUT REQ'D

(6" PVC WYE)

4" SEWER CLEANOUT REQ'D

(4" PVC WYE)

5598.42

6" (2 WAY) SEWER

CLEANOUT REQ'D

INV. 5599.14

100 LF. 4"Ø PVC SEWER PIPE

@ 2.00% SLOPE REQ'D

68 LF. 4"Ø PVC SEWER PIPE @

2.00% SLOPE REQ'D

4" SEWER CLEANOUT REQ'D

(4" PVC WYE)

INV. 5596.52

73 LF. 6"Ø PVC SEWER PIPE

@ 3.00% SLOPE REQ'D

6" PVC WYE

INV. 5596.88

64 LF. 6"Ø PVC SEWER PIPE @ 0.89%

SLOPE REQ'D (EXISTING WASH STATION)

5 LF. 6"Ø PVC SEWER PIPE @ 1.00%

SLOPE REQ'D

6" SEWER CLEANOUT REQ'D

6" PVC WYE

INV. 5596.70

(2) 6" PLUG VALVE REQ'D

5 LF. 6"Ø SEWER PIPE

WITH CAP.

2.00% SLOPE MIN. REQ'D

FUTURE #4 STAINLESS

STEEL RODENT SCREEN

REQUIRED ATTACH WITH

SET SCREW COLLAR ON

FUTURE 6"Ø WASH POND

INLET PIPE.

INLET INVERT = 5596.25

25 LF. 6"Ø PVC SEWER PIPE @ 1.43%

SLOPE REQ'D

6"x4" REDUCER CONNECT

TO 6" PVC WYE

INV. 5596.40

6" SEWER CLEANOUT REQ'D

INV. 5591.51

76 LF. 6"Ø PVC SEWER PIPE

@ 6.39% SLOPE REQ'D42 LF. 6"Ø PVC SEWER PIPE

@ 11.50% SLOPE REQ'D

6"Ø SEWER SERVICE CONNECTION REQ'D

(EXISTING PIPE ELEV. 5595.30±)

(FIELD VERIFY EXISTING PIPE DEPTH.

NOTIFY ENGINEER IF DIFFERENT THAN

ELEVATION NOTED.)

SEE SHEET C-103

GAS SERVICE LINE (BY OTHERS)

WATER SERVICE LINE SEE SITE PLAN ON C-101

FUTURE WASH WATER

POND, SEE DETAILS

ON SHEET C-503

DETENTION POND SEE

DETAILS ON SHEET C-503

4" SEWER CLEANOUT REQ'D

6" SEWER CLEANOUT REQ'D

INV. 5597.53

EXISTING SALT SHED

WASH & GREASE RACK

BUILDING

FF ELEV. 5604.65

TANKS &

STORAGE AREA

SEE SHEET C-103

6" PVC WYE

12 LF. 6"Ø PVC SEWER PIPE @ 2.00% SLOPE REQ'D

4" SEWER CLEANOUT REQ'D

(4" PVC WYE)

INV. 5597.05

SEDIMENT TRAP REQ'D

INV. IN. 5600.25

INV OUT. 5600.25

SEE DETAIL C-502

34 LF. 4"Ø PVC SEWER PIPE @

2.00% SLOPE REQ'D

PIPE CONNECTION

ELEVATION = 5600.36

ELECTRICAL SERVICE LINE

SEE SHEETS C-101 & C-103

NOTES:

1. VERIFY PIPE CONNECTION ELEVATIONS WITH PLUMBING PLANS NOTIFY ENGINEER OF ANY CONFLICT.

AutoCAD SHX Text N

REVISIONS

SHEET NO.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

NO. DATE DESCRIPTION

SUBMITTAL:

STAMP:

PROJECT NUMBER

Fi le

P at h:

Pr in t D at e:

C-103

2109-090

:2 4:

M H

:\J D

\P ro j\2

0\ dw g\ U

T-

.d w g

FOR BIDDING

SCALE: 1" = 10'

75 LF. 6"Ø PVC SEWER PIPE @ 0.89%

SLOPE REQ'D (EXISTING WASH STATION)

6"Ø SEWER

CLEANOUT REQ'D

(6" PVC WYE)

INV. 5598.09

122 LF. 6"Ø PVC SEWER PIPE @ 0.89%

SLOPE REQ'D (EXISTING WASH STATION)

CONNECT TO EXISTING 4" DRAIN PIPE

REQ'D (FIELD VERIFY DEPTH AND SIZE

FITTINGS AS REQUIRED)

(APPROX.ELEV. 5599.20 FIELD VERIFY)

EXISTING CATCH BASIN /

SEDIMENT TRAP (12'x4') TO

REMAIN. GRATE ELEV: 5601.96

REMOVE (12 LF.) EXIST.

4"Ø STORM DRAIN PIPE

BURIED ELECTRICAL CONDUIT & CONDUCTORS

SEE ELECTRICAL PLAN FOR SIZE

SEE SHEET C-102

SEE SHEET C-104

OLD CASTLE GREASE TRAP

REQ'D SEE DETAIL C-502

OR APPROVED EQUAL

INV IN: 5599.17 (E)

INV OUT: 5599.17(W)

(2 WAY) 6"Ø SEWER

CLEANOUT REQ'D

TANKS &

STORAGE AREA

CHEMICAL

BUILDING

WEED

EQUIPMENT

BUILDING

FUEL

PUMP PAD

SANPETE COUNTY

ROAD

DEPARTMENT

OFFICE

SALT SHED

C E

/ S

EXISTING 4"Ø STORM

DRAIN PIPE TO REMAIN

EXISTING 4"Ø STORM

DRAIN PIPE TO REMAIN

EXISTING 4"Ø STORM

DRAIN PIPE TO REMAIN

EXISTING 4"Ø STORM

DRAIN PIPE TO REMAIN

CAP EXIST. 4"Ø STORM

DRAIN PIPE (VERIFY SIZE)

4"Ø SEWER

CLEANOUT REQ'D

EXISTING ELECTRICAL TRANSFORMER

AutoCAD SHX Text N

FMH

EPP

EXISTING STORM DRAIN

OUTLET PIPE. 8"Ø STEEL

PIPE, FLOWLINE ELEV:

5594.34

64.00'

REVISIONS

SHEET NO.

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NO. DATE DESCRIPTION

SUBMITTAL:

STAMP:

PROJECT NUMBER

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FOR BIDDING

SCALE: 1" = 10'

FUTURE UNDERGROUND

STORM WATER INFILTRATION

BASIN REQ'D

(PROVIDE 2'-0" MIN COVER

WITH 8' DEPTH)

FUTURE 4" PVC 90° BEND REQ'D ROTATED DOWN @ 45°

FIELD VERIFY PIPE DEPTH AND MATERIAL

FUTURE 5 LF. 4"Ø PVC STORM DRAIN PIPE, SLOPE TO

TOP OF STORM WATER INFILTRATION BASIN.

SEE SHEET C-103

SANPETE COUNTY

ROAD

DEPARTMENT

OFFICE

C E

/ S

MAINTENANCE / STORAGE BUILDING

600 SOUTH

TH (2) FUTURE 4" PVC CAP

AutoCAD SHX Text N

NON-TRAVELED AREAS TRAVELED AREAS

6" 1'

-0

O .D

SVA

1'-0"PIPE

O.D.1'-0"

6" 1'

-0

O .D

1'-0" PIPE

O.D. 1'-0"

STREET OR GROUND SURFACE

SEE ROADWAY REPAIR DETAIL

90% DENSITY REQ'D FOR BACKFILL

COMPACTION 6-12" LIFTS REQ'D

SLOPE TO VARIES MEET O.S.H.A.

REQUIREMENTS AND SOIL CONDITIONS

96% DENSITY FOR BACKFILL

COMPACTION 6-12" LIFTS REQ'D

WARNING TAPE REQ'D 24" ABOVE PIPE

96% COMPACTED BEDDING MATERIAL IN 6" LIFTS

MAXIMUM ALLOWABLE WATER

LEVEL. DURING CONSTRUCTION

14/1 UF TRACER WIRE REQ'D

(CONNECT TO VALVE BOXES, SERVICE

LINES, PIPE MARKERS, CLEANOUTS

AND EXISTING TRACES WIRE REQ'D)

UTILITY TRENCH DETAILS w/ TRACER WIRE CLASS A

(ASPHALT SURFACING)

CLASS B & C

(GRAVEL SURFACING)

. P

VARIES

SEE NOTE 1

6" (TYP.)

CONCRETE FLATWORK

6" DEPTH UNTREATED

BASE COURSE

CONCRETE FLATWORK

(EQUAL TO EXISTING

CONCRETE DEPTH, BUT

NOT LESS THAN 6")

EXIST. GROUND

6" (TYP.)

BEDDING

VARIES

SEE NOTE 1

BEDDING

BACKFILL (SEE

UTILITY

TRENCH

DETAIL ABOVE)

UNTREATED BASE

COURSE (MATCH

EXISTING DEPTH,

BUT NOT LESS

THAN 6")

BEDDING

UNTREATED BASE COURSE

(MATCH EXISTING DEPTH

BUT NOT LESS THAN 6")

TACK COAT (TYP.)

SAWCUT EXISTING

ASPHALT PRIOR

TO EXCAVATION

(TYP.)

. P

VARIES

SEE NOTE 1

ASPHALT PAVEMENT. (EQUAL TO

ADJACENT SURFACE THICKNESS

BUT NOT LESS THAN 4".)

6" TYP.6"

4" M

NOTES:

1. SEE MAXIMUM PAYLINE WIDTHS INDICATED IN

SPECIFICATION SECTIONS 32 01 17.16 & 32 01 23.16.

BACKFILL (SEE UTILITY

TRENCH DETAIL)

ROADWAY REPAIR DETAILS

FINISHED GRADE

LID

VALVE BOX

D&L M 8040

OR EQUAL

C H

8" M

PLUG VALVE DETAIL

SECTION

NOTES:

1. USE STAINLESS STEEL BOLTS IN AREAS WITH HIGH WATER TABLE.

2. WHEN VALVE IS WITHIN PAVED STREET OR TRAVELED AREA, CONSTRUCT CONCRETE COLLAR. SEE DETAIL.

3. INSTALL TRACER WIRE, WRAP VALVE BOX TWICE AND PUSH THROUGH HOLE CUT INTO VALVE BOX 8" BELOW FINISHED GRADE.

4. GREASE AND WRAP BOLTED CONNECTIONS, FITTINGS, AND VALVES IN AREAS OF HIGH SOIL CORROSIVITY.

5. PROVIDE PROTECTIVE COATING TO EXTERIOR SURFACE OF VALVE BODY.

FINISH GRADE

SLOPE

45° BEND

CAP OR PLUG

AT END OF LINE

CLEANOUT RISER

45° WYE

PIPE (SIZE AS NOTED)

CAST IRON RING AND COVER

D&L SUPPLY, H-8020

24" Ø CONCRETE COLLAR

AS PER DETAIL THIS SHEET

THREADED PLUG

TRAVELED AREA SEWER CLEANOUT

NOTES:

1. MARK COVER "SEWER"

2. WHEN CONNECTION IS LOCATED AT END SEWER LINE, INSTALL PLUG ON END OF WYE.

3. DEPTH VARIES.

SEWER SERVICE CONNECTION DETAIL

COMPACTED BEDDING

AROUND PIPE

BEND AS REQ'D

VARIES 20° TO 70°

GASKET SADDLE,

WYE OR TEE

PROPERTY LINE

SERVICE CONNECTION

SEWER MAIN

1' BETWEEN WYE AND ELBOW

INSTALL CLEANOUT

WITHIN RIGHT-OF-WAY

NOTES:

1. ALL SERVICE CONNECTIONS TO BE 6-INCH SDR 35, UNLESS NOTED OTHERWISE.

2. WHERE INDICATED ON DRAWINGS, INSTALL 4-INCH SEWER PIPING.

SLOPE

2'-0" MIN. TYP.

3" TYP.

TYPICAL PIPE PENETRATION

THROUGH WALL/FLOOR/ROOF SLAB

SEEP RING IN WALL OR SLAB

WHERE NOTED IN PLANS/SECTIONS

PIPE IN WALL OR SLAB

(8) #5 BARS ON EACH FACE OF

WALL, SLAB, OR FLOOR @ 45° TO

MAIN REINFORCING (LEN. = Ø + 4'-0")

ORIENT AS NECESSARY FOR

PROPER FIT.

CONCRETE COLLAR DETAIL

PLAN

SECTION

VALVE BOX OR

CLEANOUT

(8) #4 BARS, 12 LONG

FINISHED GRADE

LID

24" DIA

CONCRETE COLLAR

3" M

(8) #4 BARS, 12" LONG

24" DIA

1/4" - 1/2" LIP FROM ADJACENT

FINISHED GRADE TO COLLAR.

REVISIONS

SHEET NO.

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NO. DATE DESCRIPTION

SUBMITTAL:

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FOR BIDDING

12.34'

11.31' 0.51'0.51'

11.00'

11.31' BAR GRATE 0.51'0.51'

12.34'

' B

E 0.

0.67'

TYP.

P. 6"Ø OUTLET PIPE PER PLAN (TYP)

0.67'

TYP.

2"x2" GRATE SHELF (TYP)

2" THICK BAR GRATE. VERIFY

THAT GRATE IS RATED FOR

TRAFFIC LOADING FOR SPANS

OF 4.5 OR MORE.

FINISHED GRADE (TYP)

2" THICK BAR GRATE

6"Ø INLET PIPE PER PLAN (TYP)

#5 BAR @ 12" O.C.

HORIZ. (TYP.)

#5 BAR @ 9" O.C.

VERT. (TYP.)

#5 BAR @ 12" O.C.

EACH WAY

VERT. DOWEL TO MATCH

VERT. REINFORCEMENT

CONCRETE STRUCTURE

1.34'

6"Ø OUTLET PIPE

PER PLAN (TYP)

2.01'

2" THICK BAR GRATE

1"x1" ANGLE W/ ANCHOR STUDS

AROUND PERIMETER OF GRATE

SHELF

1"x1" ANGLE W/ ANCHOR STUDS

AROUND PERIMETER OF GRATE

SHELF

2"x2" ANGLE W/ ANCHOR STUDS

AROUND PERIMETER OF GRATE

SHELF

8" THICK CONCRETE WALL

FINISHED GRADE

REVISIONS

SHEET NO.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

NO. DATE DESCRIPTION

SUBMITTAL:

STAMP:

PROJECT NUMBER

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FOR BIDDING

SEDIMENT TRAP DETAILS

SECTION VIEW

PLAN VIEW

-2.2%

-5 0.

-2 .5

-4.3%

-4.9%

-2.0%

-24.9%

0% 0.

-5 0.

-2 .0

% -2 .0

-1.

-1.5%

-3 0.

-3 2.

-2 .0

-3.7%

-2.5%

-1.1%

-7.2%

-49.7%

20+00

21+00

25+00

26+00

11+00

20+00

-2.0%

-2 .0

-26.9%

-2 .0

-2.0%

-55.2%

-27.7%

-53.8%

-5 .0%

-25.2%

-4 6.

-5 0.

-5 2.

-4.

-2.6%

-50.0%

-5 9.

-3 4.

-49.6%

-50.0%

-3.0%

-50.0%

-2 .5

-5 4.

-2.6%

-2 .0

-2 .1

-4 2.

-26.1% -26.1%

R=5'-00"

(TYP.)

59.12'

R=5'-00"

(TYP.)

DRAINAGE SWALE

POND INLET

6" PLUG VALVE REQ'D

4" WYE

6" WYE

4" SEWER CLEANOUT REQ'D

6"x4" REDUCER

6" WYE

6" SEWER CLEANOUT REQ'D

FUTURE 15 LF. 6"Ø SEWER

PIPE INLET TO POND

DRAINAGE SWALE

OUTLET ELEV. 5598.00'

FUTURE WASH WATER POND INLET

PIPE INVERT. 5596.25. #4 STAINLESS

STEEL RODENT SCREEN REQUIRED

AT END OF 6"Ø POND INLET PIPE,

ATTACH WITH SET SCREW COLLAR

3.50'

19.50'

8 CY. RIPRAP LINED

DRAINAGE SWALE POND

OUTLET D50=4" (3.50' WIDE

-2.00% SLOPE w/ 4:1 SIDE

SLOPES)

3 CY. RIPRAP LINED

DRAINAGE POND

INLET. D50=4"

5 LF. 6"Ø SEWER PIPE

REQ'D. CAP END

10+00

11+00

12+00

12+45.16

20+00

21+00

25+00

26+00

3'-0" MIN.

THREADED CAP

POND TOE OF SLOPE,

SEE PLAN

SEE POND LAYERS

ABOVE THIS DETAIL

PLACE 4" THICK GRAVEL TRANSITION

12" WIDE AROUND 4" PERFORATED

COLLECTION PIPE AT POND LOW

POINT & TOE OF SLOPE 4' LONG EACH

SIDE OF 4" TEE.

4-INCH, SLOTTED PVC DRAIN PIPE,

SEE PLAN FOR EXTENTS. PROVIDE

SLOTS AT 1/3 POINTS AND ORIENT

WITH ONE SLOT AT PIPE CROWN.PIPE BOOT, SEAL WITH BUTYL TAPE

AND STAINLESS STEEL CLAMP PER

MANUFACTURER'S SPECIFICATIONS.

45° BEND4-INCH, PVC SAMPLE

COLLECTION PIPE. PROVIDE

MINIMUM 2% SLOPE TO

SAMPLE PORT RISER.

GOOSENECK

BEYOND

6-INCH PVC SAMPLE PORT

RISER W/ LOOSE 2-INCH

PVC SAMPLING STICK

SEAL/WELD UPPER AND

LOWER POND LINER

12"

3" UNTREATED BASE COURSE

6' WIDE AROUND TOP OF POND.

POND INLET PIPE INVERT. 5596.25'

PIPE BOOT, SEAL WITH BUTYL TAPE AND

STAINLESS STEEL CLAMP PER

MANUFACTURER'S SPECIFICATIONS.

#4 STAINLESS STEEL RODENT SCREEN

REQUIRED ATTACH WITH SET SCREW COLLAR.

KEY IN POND

LINERS 3'-6" ABOVE

POND BOTTOM

REVISIONS

SHEET NO.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

NO. DATE DESCRIPTION

SUBMITTAL:

STAMP:

PROJECT NUMBER

Fi le

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C-503

2109-090

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FOR BIDDING

EXISTING GROUND

FINISHED GRADE

STORM DETENTION POND

BOTTOM ELEV: 5594.00'

2:1 SLOPE(TYP)

2:1 SLOPE

(TYP)

2:1 SLOPE

(TYP)2:1 SLOPE(TYP)

WASH WATER POND

BOTTOM ELEV: 5595.00'

STORM DETENTION POND NOTES:

POND DEPTH VARIES. MIN. DEPTH 3'-5". POND DIKE WIDTH MIN. 6'-0" SLOPED AT 2.00% TO

DRAIN INTO STORM DETENTION POND. SIDE SLOPES TO BE 2:1. STORM DETENTION POND TO

HAVE A DRAINAGE SWALE OUTLET WHERE NOTED. 3'-0" BOTTOM WIDTH, 3.0' ABOVE POND

BOTTOM, WITH 2:1 SIDE SLOPES.

STORM DETENTION POND

BOTTOM ELEVATION 5594.00'

98.24'

FUTURE WASH WATER POND

BOTTOM ELEV: 5595.00

SLOPED TO LOW POINT

5593.78

WASH WATER POND NOTES:

POND DEPTH VARIES. MIN. DEPTH 2'-0". POND DIKE WIDTH MIN. 6'-0" SLOPED AT 2.00% TO

DRAIN INTO WASH WATER POND UNLESS NOTED OTHERWISE. SIDE SLOPES TO BE 2:1.

WASH WATER 6"Ø INLET PIPE TO BE 1.25' ABOVE POND BOTTOM ELEVATION. POND

BOTTOM TO SLOPE 1.90% TO LOW POINT SHOWN IN PLAN VIEW.

SECTION A-A CROSS SECTION OF STORM DETENTION & WASH WATER PONDS

SCALE: 1" = 10'

A A

SECTION B-B CROSS SECTION OF STORM DETENTION POND

SECTION C-C CROSS SECTION OF WASH WATER POND

B C

STORM DETENTION POND

BOTTOM ELEV: 5594.00'

2:1 SLOPE(TYP)

2:1 SLOPE

(TYP)

2:1 SLOPE(TYP)

STORM DETENTION POND NOTES:

POND DEPTH VARIES. MIN. DEPTH 3'-6". POND DIKE WIDTH MIN. 6'-0" SLOPED AT 2.00% TO

DRAIN INTO STORM DETENTION POND. SIDE SLOPES TO BE 2:1. STORM DETENTION POND TO

HAVE A DRAINAGE SWALE OUTLET WHERE NOTED. 3'-0" BOTTOM WIDTH, 3.0' ABOVE POND

BOTTOM, WITH 2:1 SIDE SLOPES.

6'-0"

2.00%EXISTING GROUND

FINISHED GRADE

GRADE FINISHED GROUND

TO DRAIN TO STORM

DETENTION POND

POND

DIKE

2:1 SLOPE

(TYP)

2:1 SLOPE(TYP)

WASH WATER POND

BOTTOM ELEV: 5595.00'

2:1 SLOPE(TYP)

WASH WATER POND NOTES:

POND DEPTH VARIES. MIN. DEPTH 2'-0". POND DIKE WIDTH MIN. 6'-0" SLOPED AT 2.00% TO

DRAIN INTO WASH WATER POND UNLESS NOTED OTHERWISE. SIDE SLOPES TO BE 2:1.

WASH WATER 6"Ø INLET PIPE TO BE 1.25' ABOVE POND BOTTOM ELEVATION. POND

BOTTOM TO SLOPE1.9% TO LOW POINT SHOWN IN PLAN VIEW.

6'-0"

2.00%

POND

DIKEEXISTING GROUND

FINISHED GRADE

LEAK DETECTION PIPING AND SAMPLING PORT

G B

G T

O R

CONSTRUCT LAYERS FOR WASH

POND AND LEAK DETECTION AS

SHOWN IN DETAILS ON RIGHT.

CONSTRUCT LAYERS FOR WASH

POND AND LEAK DETECTION AS

SHOWN IN DETAIL ON RIGHT.

LOW POINT ELEV. 5593.78 LEAK

DETECTION COLLECTION SEE

DETAIL LOWER RIGHT.

6"Ø LEAK DETECTION

MONITORING PORT

SEE DETAIL LOWER

RIGHT.

4 LF PERFORATED 4"Ø PVC

PIPE EACH SIDE OF 4" TEE FOR

LEAK COLLECTION

14 LF. 4"Ø PVC PIPE @

2.00% SLOPE TO 6"Ø

MONITORING PORT

4" TEE

PRIMARY LINER. SKAPS HD-60S 60 MIL GEOMEMBRANE,

OR ENGINEER ACCEPTED EQUAL. SEE SPECIFICATION

SECTION 2640 FOR MATERIAL AND PLACEMENT

REQUIREMENTS.

200 MIL SKAPS TRANSNET HDPE

GEOCOMPOSITE, OR ENGINEER ACCEPTED

EQUAL.

SECONDARY LINER. SKAPS HD-60S 60 MIL GEOMEMBRANE,

OR ENGINEER ACCEPTED EQUAL. SEE SPECIFICATION

SECTION 2640 FOR MATERIAL AND PLACEMENT

REQUIREMENTS.

NATIVE SUBGRADE MATERIAL SCARIFIED AND

RECOMPACTED TO 95% MODIFIED PROCTOR WITH

MAXIMUM SURFACE ROUGHNESS AMPLITUDE OF 0.50

INCHES.

NATIVE SUBGRADE

MATERIAL

NOTE:

1. POND LAYERS MUST BE PLACED IN QUICK SUCCESSION BEFORE INTERVENING PRECIPITATION EVENT.

PREVENT PREMATURE FLUID RETENTION AND WETTING OF POND LINERS. FAILURE TO PROTECT POND LINERS FROM PREMATURE MOISTURE EXPOSURE MAY REQUIRE REMOVAL AND REINSTALLATION OF LINERS AT

CONTRACTOR'S EXPENSE.

WASH WATER POND LAYERS

POND BOTTOM HIGH POINT

ELEV. 5595.00 SLOPE TO LOW

POINT 2.25% SLOPE MAX. &

1.85% SLOPE MIN.

DIKE TOP 6 FOOT WIDE

3" UNTREATED BASE

COURSE

3" UNTREATED

BASE COURSE

2.00% SLOPE

2.00% MIN.

SLOPE

3" UNTREATED

BASE COURSE

3" UNTREATED

BASE COURSE

AutoCAD SHX Text N

C C

A A

6" CONC SLAB-ON-GRADE

W/ #4 @ 16" OC

CW-1

CC-1

S-501

CF-1

97' - 6"

S-501

K13

S-501

K13

S-501

B B

AB-4

CW-1

AB-3

TOS = 100' - 0"

NOTE:

1. CONCRETE FOOTINGS TO BE CENTERED UNDER

CONCRETE COLUMNS UNO.

2. TOP OF WALL ELEVATION TO BE 100' - 0" UNO.

3. SLOPE FLOOR TO DRAINS, SEE ARCH FOR LOCATIONS.

TOW = 99' - 6"

AB-1

S-501

AB-1

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CC-1

CF-1

97' - 6"

CF-4

97' - 6"

CF-4

97' - 6"

CF-4

97' - 6"

CF-4

97' - 6"

CF-4

97' - 6"

CF-4

97' - 6"

CW-1 CW-1 CW-1 CW-1

CW-1CW-1CW-1

CF-2

99' - 6"

S-501

AB-1

CF-1

97' - 6"

CF-4

97' - 6"

CF-4

97' - 6"

S-501

CW-1

S-501

K13

S-501

K13

S-501

CW-1

S-501

AB-1

CF-4

97' - 6"

CF-4

97' - 6"

CW-1

CF-4

97' - 6"

CW-1

S-501

AB-3

AB-4 AB-4 AB-4 AB-4

AB-4 AB-4 AB-4 AB-4 AB-4

AB-1

CF-1

97' - 6"

AB-1

CF-2

99' - 6"

AB-1

CF-2

99' - 6"

AB-1

CF-2

99' - 6"

AB-1

CF-2

99' - 6"

AB-1 AB-1 AB-1

AB-2 AB-2

AB-1

AB-2

AB-1

AB-2

S-501

G13

S-501

6" CONC SLAB-ON-GRADE

W/ #4 @ 16" OC

TOS = 96' - 0"

S-501

G13

S-501

________________________________G13

S-501

K13

S-501

K13

S-501

K13

S-501

CW-1

CF-4

97' - 6"

CF-4

97' - 6"

CW-1

CF-4

97' - 6"

CW-1

TOW = 99' - 6"

0" M

(1) #4 HAIRPIN

45° TYP

(1) #4 HAIRPIN (1) #4 HAIRPIN (1) #4 HAIRPIN

TOW = 99' - 6"

G13

S-501

(1) #4 HAIRPIN

(1) #4 HAIRPIN(1) #4 HAIRPIN (1) #4 HAIRPIN (1) #4 HAIRPIN (1) #4 HAIRPIN

S-501

6" CONC SLAB-ON-GRADE

W/ #4 @ 16" OC

6" CONC SLAB-ON-GRADE

W/ #4 @ 16" OC

TOS = 100' - 0"

CF-4

97' - 6"

K13

S-501

K13

S-501

K13

S-501

CF-4

97' - 6"

AB-3

AB-3 AB-3

AB-3 AB-3AB-3 AB-3 AB-3 AB-3

VERTICAL

REINFORCEMENT

TIES

SIZE

ELEVATION VIEW PLAN VIEW

H E

VERTICAL REINFORCEMENT

TIES, WHEN REQUIRED

T H

LENGTH

CROSSTIES, WHEN REQUIRED

WITHOUT SUPPORT

BARS NOT TO

EXCEED 6" SPACING

GRAPHIC IS REPRESENTATIVE. SEE

SCHEDULE ABOVE FOR ACTUAL

NUMBER OF BARS REQUIRED.

NOTES:

1. ALL VERTICAL COLUMN REINFORCING SHALL BE TERMINATED WITH STANDARD 90º HOOKS AT BOTTOM

2. PROVIDE CROSSTIES WHEN VERTICAL REINFORCING BARS ARE LOCATED MORE THAN 6" FROM CORNER

BARS OR MORE THAN 6" FROM VERTICAL BAR ENCLOSED WITH CROSSTIE.

3. PROVIDE 135-DEGREE BEND ON ONE END OF CROSSTIE AND 90-DEGREE BEND ON OTHER END.

4. ALTERNATE 135-DEGREE AND 90-DEGREE BENDS.

NOTES:

E.F. = EACH FACE

O.F. = OUTSIDE FACE (AGAINST SOIL)

I.F. = INSIDE FACE

TYPE A TYPE B TYPE DTYPE C

3" CLR 3" CLR 3" CLR 3" CLR

VERT REINF

HORIZ REINF

THICK

VERT REINF

HORIZ REINF

THICK THICK THICK

EQ EQ 3" CLR

CONCRETE WALLS (SECTION VIEW)

CONCRETE FOOTING

CLR

C L

L R

CLR

EQ EQ EQ

WIDTH

T H

PERP REINF

LONG REINF

TOP REINF IF REQ'D

STRUCTURAL PLAN LEGEND

STEEL COLUMN

JOIST OR TRUSS

BEAM OR GIRDER

CONCRETE COLUMN

CONCRETE FOOTING

PURLIN

PERMANENT EQUIPMENT

CF-1

100" - 0"

MARK

TOP OF FOOTING

ELEVATION

FOOTING TAG, SEE FOOTING SCHEDULE

RECESSED FOUNDATION WALL

BEARING WALL

A701

REVISIONS MARK

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

ELEVATION SYMBOL

DETAIL REFERENCE

DATUM ELEVATION

WALL/DETAIL SECTION

BUILDING SECTION

REFERENCE GRID

NEW POINT ELEVATION

DATUM ELEVATION

DATUM LOCATION

ELEV = 101'-9"

A302

A306

A300

FIN. FL.

100'-0"

ELEVATION NUMBER

SHEET REFERENCE

VIEW REFERENCE

GRAPHICS LEGEND

DESIGN CRITERIA

BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE

CLASSIFICATION: RISK CATEGORY II

SEE METAL BUILDING MANUFACTURER DRAWINGS FOR ALL COLUMN LOADS

SOILS

SOIL BEARING PRESSURE: 2500 PSF

PROJECT GEOTECHNICAL INVESTIGATION: ATLAS TECHNICAL CONSULTANTS

PROJECT NO. 18627

EARTHWORK

1. ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES,

FILLS, AND BACK FILLS, ETC.

2. SHORE AND BRACE AS REQUIRED.

3. DE-WATER AS REQUIRED TO REMOVE STANDING WATER FROM

EXCAVATIONS.

4. FOUNDATIONS ARE SHOWN AND DIMENSIONED AS BEING FORMED. INCREASE

FOOTING WIDTHS BY 2" FOR FOOTINGS PLACED IN NEAT EXCAVATIONS.

5. CLEAN ALL DEBRIS FROM EXCAVATIONS.

6. NOTIFY ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE.

7. PROVIDE 42" MINIMUM FOOTING EMBEDMENT FROM FINISH GRADE FOR

FROST PROTECTION AT EXTERIOR FOOTINGS.

8. SCARIFY SOILS IN BOTTOM OF EXCAVATIONS 8", MOISTURE CONDITION TO

WITHIN 2% OF OPTIMUM MOISTURE, AND COMPACT TO 95% OF MAXIMUM DRY

DENSITY AS DETERMINED BY ASTM D1557 PRIOR TO PLACEMENT OF

STRUCTURAL FILL.

9. PROVIDE 12" OF STRUCTURAL FILL BENEATH ALL FOOTINGS AND 6" OF

STRUCTURAL FILL BENEATH ALL SLABS.

10. EXTEND STRUCTURAL FILL LATERALLY A DISTANCE EQUAL TO 1/2 THE

STRUCTURAL FILL DEPTH BEYOND EDGE OF FOOTING ON EACH SIDE.

11. IMPORTED STRUCTURAL FILL USED FOR SUPPORT OF FOUNDATIONS AND

FLOOR SLABS:

A. WELL-GRADED

B. NON-EXPANSIVE

C. FREE OF ORGANICS AND ALL DELETERIOUS MATERIALS

D. PERCENT PASSING NO. 200 SIEVE: 25% MAX

E. LIQUID LIMIT: 30 OR LESS

F. PLASTICITY INDEX: 9 OR LESS

12. COMPACT STRUCTURAL FILL BENEATH FOOTINGS TO 95% OF MAXIMUM DRY

DENSITY DETERMINED BY ASTM D1557.

13. PLACE STRUCTURAL FILL IN MAXIMUM EIGHT-INCH THICK LOOSE LIFTS TO

ACHIEVE ADEQUATE COMPACTION.

CONCRETE

1. CONSTRUCT CONCRETE ACCORDING TO ACI 318 (LATEST VERSION).

2. DETAIL, FABRICATE, AND INSTALL REINFORCING STEEL ACCORDING TO

"MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE

CONSTRUCTION" BY CONCRETE REINFORCING STEEL INSTITUTE (CRSI).

3. GENERAL

A. DO NOT PLACE PIPES OR DUCTS IN CONCRETE SLABS OR WALLS

UNLESS SPECIFICALLY DETAILED.

B. REFER TO ARCHITECTURAL, STRUCTURAL, AND METAL BUILDING

MANUFACTURER'S DRAWINGS FOR ALL MOLDS, GROOVES,

ORNAMENTS, CLIPS AND GROUNDS TO BE CAST IN CONCRETE.

C. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO FACE OF

MAIN BARS AND DENOTE CLEAR COVERAGE.

4. SUBMIT CONCRETE PLACEMENT PLAN TO ENGINEER 48 HOURS PRIOR TO

EACH CONCRETE PLACEMENT.

5. CONCRETE MIX DESIGN: PREPARED BY INDEPENDENT LABORATORY AND

APPROVED BY ENGINEER OF RECORD.

6. CONCRETE

A. STRUCTURAL CONCRETE

a. MINIMUM COMPRESSIVE STRENGTH: 4,500 PSI.

b. CEMENT: ASTM C-150, TYPE II/V.

c. MAXIMUM WATER-CEMENT RATIO: 0.42.

7. CONCRETE EXPOSED TO EXTERIOR CONDITIONS: AIR ENTRAINED TO 5%-7%

AIR CONTENT.

8. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES

CONFORMING TO ASTM C-33 (3/4" MAX).

9. REINFORCING STEEL: ASTM A615 GRADE 60 UNO.

10. CONCRETE CLEAR COVERAGE, UNO:

A. CONCRETE PLACED AGAINST FORMS (INCLUDING CONCRETE TO BE

BACKFILLED): 2"

B. CONCRETE PLACED AGAINST GROUND: 3"

C. SLABS (ON GROUND): CENTER BAR IN SLAB.

11. PROVIDE CLASS B LAP SPLICE UNO. SEE TABLE "ACI TENSION LAP SPLICE

LENGTHS".

12. CONSTRUCT CONSTRUCTION JOINTS ROUGH, OR ROUGHEN JOINTS BY

CHIPPING ENTIRE SURFACE, SANDBLASTING, OR HOSING SURFACE 4 TO 6

HOURS AFTER PLACEMENT WITH FINE SPRAY. REMOVE ALL LAITANCE FROM

SURFACE.

13. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING ANY CONCRETE.

14. SECURELY POSITION REINFORCING DOWELS, BOLTS, ANCHORS, SLEEVES,

ETC. TO BE EMBEDDED IN CONCRETE BEFORE PLACING CONCRETE (WET

SETTING IS PROHIBITED).

15. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING

CONCRETE.

16. MAXIMUM FREE FALL OF CONCRETE: 5'-0".

17. DO NOT USE WOOD SPREADERS. DO NOT USE WOOD STAKES IN AREAS TO

BE CONCRETED.

18. FOLLOW ACI HOT OR COLD WEATHER PLACEMENT RECOMMENDATIONS FOR

CONCRETE PLACEMENT AND CURING.

19. EXERCISE SPECIFIC CARE DURING PLACEMENT AND CURING OF CONCRETE

SLABS AND EXPOSED CONCRETE FINISHES.

CONCRETE FORM REMOVAL

AND LOADING

1. FORM REMOVAL:

A. WALLS: 12 HOURS

B. COLUMNS: 12 HOURS

2. BACKFILLING:

A. CONCRETE ELEMENTS MAY BE BACKFILLED IMMEDIATELY AFTER FORM

REMOVAL PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET:

a. BACKFILL OCCURS SIMULTANEOUSLY AND EVENLY ON BOTH SIDES

OF ELEMENT.

b. DO NOT BACKFILL ON ONE SIDE HIGHER THAN OTHER SIDE.

3. DO NOT APPLY EARTH LOADS, WATER LOADS, OR LIVE LOADS TO

STRUCTURAL CONCRETE UNTIL CONCRETE REACHES DESIGN

COMPRESSIVE STRENGTH (F'c).

4. IF CONTRACTOR DESIRES TO LOAD STRUCTURAL CONCRETE ELEMENTS

PRIOR TO 28 DAYS AFTER PLACEMENT:

A. CONTRACTOR SHALL PAY FOR ADDITIONAL CONCRETE CYLINDERS TO

BE BROKEN AT SCHEDULE DETERMINED BY CONTRACTOR.

B. STRENGTH LEVEL IS ACCEPTABLE IF THE FOLLOWING ARE SATISFIED:

a. AVERAGE OF THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS F'c.

b. NO STRENGTH TEST FALLS BELOW F'c BY MORE THAN 500 PSI.

CONCRETE REINFORCEMENT

LAP SPLICES

1. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE

BASED ON ACI 318-19, SECTIONS 25.4.2 AND 25.5.2 RESPECTIVELY.

TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE

REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE

REQUIREMENTS.

2. LAP SPLICE LENGTHS SHOWN ARE FOR CLASS B AND CASE 1.

3. TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT THAT HAS MORE

THAN TWELVE INCHES OF FRESH CONCRETE CAST BELOW IT. THIS

INCLUDES HORIZONTAL REINFORCEMENT IN WALLS. ALL VERTICAL BARS

ARE CONSIDERED AS "OTHER".

4. FOR LIGHTWEIGHT CONCRETE AGGREGATE CONCRETE, MULTIPLY

TABULATED VALUES BY 1.3.

5. REINFORCEMENT IS ASSUMED TO BE UNCOATED OR GALVANIZED.

6. FOR BARS WITH COVER OF LESS THAN 1 BAR DIAMETER OR WITH CLEAR

SPACING OF LESS THAN 2 BAR DIAMETERS, MULTIPLY TABULATED VALUES

BY 2.0.

SPLICE LENGTH (IN.) FOR F'c = 4500 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

REVISIONS

SUBMITTAL:

SHEET NO.

STAMP:

PROJECT NUMBER

F ile

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FOR BIDDING ONLY

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D S

C H

E D

U L

E S

S-101

S A

N P

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O U

N T

SCALE 3/16" = 1'-0"

A1 FOUNDATION PLAN

ANCHOR BOLT SCHEDULE

MARK DIAMETER BOLT TYPE QUANTITY

EMBED

DEPTH

REMARKS

AB-1 3/4" J-BOLT, F1554 GR36 4 6"

AB-2 5/8" J-BOLT, F1554 GR36 4 6"

AB-3 1/2" J-BOLT, F1554 GR36 2 6"

AB-4 3/4" SIMPSON PAB6 OR EQUAL 4 8"

CONCRETE FOOTING SCHEDULE

MARK WIDTH LENGTH THICK LONG REINF PERP REINF REMARKS

CF-1 5' - 0" 5' - 0" 1' - 0" (6) #5 BARS (6) #5 BARS

CF-2 3' - 0" 3' - 0" 1' - 0" (4) #5 BARS (4) #5 BARS

CF-4 2' - 0" CONT. 1' - 0" <varies> <varies>

CONCRETE WALL SCHEDULE

MARK THICKNESS HORIZ REINF VERT REINF TYPE REMARKS

CW-1 8" <varies> <varies> <varies>

CONCRETE COLUMN SCHEDULE

MARK COUNT

SIZE (LENGTH

X WIDTH)

VERT REINF TIES REMARKS

CC-1 10 24 x 18 (10) #5 BARS #3 @ 6" OC

STRUCTURAL TAGS LEGEND

TAG DESCRIPTION

AB-1 ANCHOR BOLT, SEE ANCHOR BOLT SCHEDULE

CB-1 CONCRETE BEAM, SEE CONCRETE BEAM SCHEDULE

CC-1 CONCRETE COLUMN, SEE CONCRETE COLUMN SCHEDULE

CF-1 CONCRETE FOOTING, SEE CONCRETE FOOTING SCHEDULE

CS-1 CONCRETE SLAB, SEE CONCRETE SLAB SCHEDULE

CW-1 CONCRETE WALL, SEE CONCRETE WALL SCHEDULE

DB-1 COLD-FORMED STEEL BEAM, SEE COLD-FORMED STEEL BEAM SCHEDULE

DJ-1 COLD-FORMED STEEL JOIST, SEE COLD-FORMED STEEL JOIST SCHEDULE

DW-1 COLD-FORMED STEEL WALL, SEE COLD-FORMED STEEL WALL SCHEDULE

MC-1 MASONRY COLUMN, SEE MASONRY COLUMN SCHEDULE

ML-1 MASONRY LINTEL, SEE MASONRY LINTEL SCHEDULE

MW-1 MASONRY WALL, SEE MASONRY WALL SCHEDULE

SB-1 STEEL BEAM, SEE STEEL BEAM SCHEDULE

SC-1 STEEL COLUMN, SEE STEEL COLUMN SCHEDULE

SD-1 STEEL DECK, SEE STEEL DECK SCHEDULE

SJ-1 STEEL JOIST, SEE STEEL JOIST SCHEDULE

WB-1 WOOD BEAM, SEE WOOD BEAM SCHEDULE

WC-1 WOOD COLUMN, SEE WOOD COLUMN SCHEDULE

WJ-1 WOOD JOIST, SEE WOOD JOIST SCHEDULE

WW-1 WOOD WALL, SEE WOOD WALL SCHEDULE

NO. DATE DESCRIPTION

TOS

100' - 0"

TOF

SEE FOUNDATION PLAN

TOS

100' - 0"

TOF

SEE FOUNDATION PLAN

1/8"

6" #3 BAR @ 16" OC x 36" CENTERED AT

CONTROL JOINT. LARGER BARS OR

TIGHTER SPACING NOT ALLOWED.

SAWCUT OR PREFORMED

PLASTIC STRIP

T /4

T H

CONTROL JOINT

CUT REBAR AT EACH

CONTROL JOINT

ISOLATION JOINT

ONE LAYER

OF #30 FELT

1/4" DIAMOND DOWEL AT 24"

OC, OR APPROVED EQUAL

CONSTRUCTION JOINT (CONTROL TYPE)

FIRST POUR SECOND POUR

JOINT SEALANT

1/2" CLOSED CELL

EXPANSION JOINT MATERIAL

EXPANSION JOINT

24" LONG SMOOTH DOWEL,

SIZE AND SPACING TO

MATCH WALL HORIZ REINF

CONSTRUCTION JOINT

FIRST PLACEMENT SECOND PLACEMENT

T /2

1 1/2"

CONTINUOUS HORIZ REINF

T H

N E

S S

1/2" CLOSED CELL

EXPANSION JOINT

MATERIAL

JOINT SEALANT

NOTE:

SEE EARTHWORK NOTES FOR SOIL

PREPARATION REQUIREMENTS.

CONCRETE FOOTING, SEE

FOUNDATION PLAN AND SCHEDULE

DOWEL TO MATCH VERT REINF,

ALTERNATE HOOK DIRECTION

CONCRETE SLAB-ON-GRADE,

SEE FOUNDATION PLAN

EXTERIOR SLAB OR GRADE,

SLOPE AWAY FROM BUILDING

HORIZ REINF

LONG REINF

PERP REINF

VERT REINF

F O

O T

T H

FOOTING WIDTH

METAL WALL PER METAL

BUILDING MANUFACTURER

CONCRETE FOUNDATION WALL, SEE

FOUNDATION PLAN AND SCHEDULE

CORNER BARS

BEND NORMAL WALL REINF OR PROVIDE

BAR OF SAME SIZE & SPACING WITH LAP

PER GENERAL STRUCTURAL NOTES

L E

N G

T H

D E

V E

L O

P M

E N

L E

N G

T H

D E

V E

L O

P M

E N

L E

N G

T H

D E

V E

L O

P M

E N

L E

N G

T H

D E

V E

L O

P M

E N

SEE "REINFORCING STEEL BEND"

STANDARD HOOK LENGTH,

SEE "REINFORCING STEEL BEND"

STANDARD HOOK LENGTH,

180°

90°

BAR

SIZE

180° HOOKS

A OR G

90° HOOKS

A OR G

#3 5" 3" 6"2-1/4"

#4 6" 4" 8"3"

#5 7" 5" 10"3-3/4"

#6 8" 6" 1'-0"4-1/2"

#7 10" 7" 1'-2"5-1/4"

#8 11" 8" 1'-4"6

#9 1'-3" 11-3/4" 1'-7"9-1/2"

#10 1'-5" 1' 1-1/4" 1'-10"10-3/4"

#11 1'-7" 1' 2-3/4" 2'-0"12"

#14 2'-3" 1' 9-3/4" 2'-7"18-1/4"

#18 3'-0" 2' 4-1/2" 3'-5"24"

END HOOKS

D = FINISHED INSIDE BEND DIA.

db = NOMINAL BAR DIAMETER Min. D = 6db FOR #3 THROUGH #8 = 8db FOR #9, #10, AND # 11 = 10db FOR #14, AND #18

"d b

"D"

DETAILING DIMENSION HOOK A OR G

4db OR 2-1/2" MIN.

"D"

"d b

A O

R G d b

DETAILING DIMENSION

CONC SLAB ON GRADE,

SEE FOUNDATION PLAN

COMPACTED STRUCTURAL

FILL UNDER SLAB

EXTERIOR FINISH GRADE,

SLOPE AWAY FROM BUILDING

CONCRETE WALL, SEE FOUNDATION

PLAN AND SCHEDULES

T H

NOTES

SEE EARTHWORK

N O

T E

S E

E E

A R

T H

W O

R K

CONCRETE FOOTING, SEE

FOUNDATION PLAN AND SCHEDULES

NOTE:

SEE EARTHWORK NOTES FOR SOIL

PREPARATION REQUIREMENTS.

CONTROL JOINT

#3 DOWEL @ 16" OC

2'-0" x 2'-0"

F O

O T

T H

FOOTING WIDTH

CONCRETE FOOTING, SEE

FOUNDATION PLAN AND SCHEDULE

DOWEL TO MATCH VERT REINF,

ALTERNATE HOOK DIRECTION

CONCRETE FOUNDATION WALL, SEE

FOUNDATION PLAN AND SCHEDULE

CONCRETE SLAB-ON-GRADE,

SEE FOUNDATION PLAN

EXTERIOR SLAB OR GRADE,

SLOPE AWAY FROM BUILDING

HORIZ REINF

LONG REINF

PERP REINF

VERT REINF

CONC SLAB ON GRADE

FOOTING LONG REINF,

SEE SCHEDULE

FOOTING PERP REINF,

SEE SCHEDULE

NOTES:

1. SEE FOUNDATION PLAN FOR ELEVATIONS, ANCHOR BOLTS, AND

REINFORCEMENT.

2. CONCRETE FOOTINGS TO BE CENTERED UNDER BASE PLATE UNO.

3. SEE EARTHWORK NOTES FOR SOIL PREPARATION REQUIREMENTS.

FOOTING WIDTH,

SEE SCHEDULE

CONCRETE FOOTING

F O

O T

T H

E E

S C

H E

D U

L E

BASE PLATE PER METAL

BUILDING MANUFACTURER

(3) #3 TIES WITHIN 12" FROM

TOP OF COLUMN

ANCHOR BOLT (SEE ANCHOR

BOLT SCHEDULE)

STEEL COLUMN EMBEDDED IN

CONCRETE SLAB

S E

E F

O O

G S

C H

E D

U L E

SEE FOOTING SCHEDULE

NOTE:

1. SEE FOUNDATION PLAN FOR ELEVATIONS, ANCHOR BOLTS, AND

REINFORCEMENT.

2. CONCRETE FOOTINGS TO BE CENTERED UNDER CONCRETE WALL UNO.

3. SEE EARTHWORK NOTES FOR SOIL PREPARATION REQUIREMENTS.

PERPENDICULAR

REINFORCEMENT

CONCRETE FOOTING

LONGITUDINAL

REINFORCEMENT

ANCHOR BOLT (SEE

ANCHOR BOLT SCHEDULE)

FINISH GRADE (EXT CONC

ASSUMED AND SHOWN)

BASE PLATE PER METAL

BUILDING MANUFACTURER

CONCRETE SLAB (SEE

FOUNDATION PLAN) (3) #3 TIES WITHIN 5" FROM

TOP OF COLUMN

WALL VERTICAL REINFORCEMENT

(SEE CONCRETE WALL SCHEDULE),

ALTERNATE HOOK.

WALL HORIZ REINF (SEE

CONCRETE WALL SCHEDULE)

CONCRETE WALL

S E

E F

O O

G S

C H

E D

U L E

SEE FOOTING SCHEDULE

CONCRETE SLAB (SEE

FOUNDATION PLAN)

COLUMN TIES

CONCRETE COLUMN

PERPENDICULAR

REINFORCEMENT

CONCRETE FOOTING

LONGITUDINAL

REINFORCEMENT

FINISH GRADE (EXT CONC

ASSUMED AND SHOWN)

NOTE:

1. SEE FOUNDATION PLAN FOR ELEVATIONS, ANCHOR BOLTS, AND

REINFORCEMENT.

2. CONCRETE FOOTINGS TO BE CENTERED UNDER CONCRETE COLUMNS UNO.

3. SEE EARTHWORK NOTES FOR SOIL PREPARATION REQUIREMENTS.

COLUMN VERTICAL REINFORCEMENT

(SEE CONCRETE COLUMN SCHEDULE)

(3) #3 TIES WITHIN 5" FROM

TOP OF COLUMN

ANCHOR BOLT (SEE

ANCHOR BOLT SCHEDULE)

BASE PLATE PER METAL

BUILDING MANUFACTURER

HAIR PIN - WRAP BEHIND

ANCHOR BOLTS

(2) #3 TIES AROUND

HAIRPIN BENDS

L A

P S

P L

#4 DOWELS @ 16" OC

#4 BARS @ 12" OC

HORIZ REINF

CONCRETE WALL

S E

E F

O U

N D

A T

P L

A N

CONCRETE SLAB-ON-GRADE,

SEE FOUNDATION PLAN

CONCRETE SLAB-ON-GRADE,

SEE FOUNDATION PLAN

NOTES:

1. SEE FOUNDATION PLAN FOR ELEVATIONS AND REINFORCEMENT.

2. CONCRETE FOOTINGS TO BE CENTERED UNDER CONCRETE

COLUMNS UNO.

3. SEE EARTHWORK NOTES FOR SOIL PREPARATION REQUIREMENTS.

CONC SLAB ON GRADE

(3) #4 BARS LONG REINF

#4 BARS @ 12" OC PERP REINF

2' - 0"

CONCRETE TURNDOWN FOOTING

METAL BUILDING WALL ABOVE

NOTES:

1. SEE FOUNDATION PLAN FOR ELEVATIONS AND REINFORCEMENT.

2. CONCRETE FOOTINGS TO BE CENTERED UNDER CONCRETE

COLUMNS UNO.

3. SEE EARTHWORK NOTES FOR SOIL PREPARATION REQUIREMENTS.

CONC SLAB-ON-GRADE, SEE

FOUNDATION PLAN(3) #4 BARS LONG REINF

#4 BARS @ 12" OC PERP REINF

2' - 0"

CONCRETE TURNDOWN FOOTING

METAL BUILDING WALL ABOVE

NOTES:

1. SEE FOUNDATION PLAN FOR ELEVATIONS AND REINFORCEMENT.

2. CONCRETE FOOTINGS TO BE CENTERED UNDER CONCRETE

COLUMNS UNO.

3. SEE EARTHWORK NOTES FOR SOIL PREPARATION REQUIREMENTS.

CONC SLAB-ON-GRADE, SEE

FOUNDATION PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

REVISIONS

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F ile

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D5 CONCRETE JOINTS (SLABS)

SCALE NTS

D1 CONCRETE JOINTS (WALLS)

SCALE NTS

K9 CONCRETE FOUNDATION WALL ON CONCRETE FOOTING

SCALE NTS

D9 REINFORCEMENT AT TYPICAL WALL CORNERS & INTERSECTION

SCALE NTS

D13 REINFORCING STEEL BEND

SCALE NTS

A1 STRUCTURAL FILL PLACEMENT

SCALE NTS

K13 CONCRETE SLAB OVER FOUNDATION WALL @ DOOR OPENINGS

SCALE NTS

G5 ANCHORAGE EMBEDDED ON TURNDOWN FOOTING

SCALE NTS

K5 ANCHORAGE BEARING ON CONCRETE WALL

SCALE NTS

K1 CONCRETE COLUMN IN WALL W/ HAIRPINS

SCALE 3/4" = 1'-0"

G13 PIT WALL REINFORCEMENT

SCALE NTS

G9 METAL WALL ON TURNDOWN FOOTING

SCALE NTS

G1 METAL WALL ON TURNDOWN FOOTING

NO. DATE DESCRIPTION

MOUNTING HEIGHTS

*1 S

0" 4 0"

C E

N T

E R

O F

B U

T T

O N

'-0

TOP

-4 1"

AIR GRILLE

LOW RETURN

HIGH WALL

FIRE STROBES

WAINSCOT

COUNTER & CABINET

SIT UNDER TOILET TISSUE

DISPENSER

SOAP DISPENSERSIT UNDER

COUNTER TOP

0" 4"

SANITARY TOILET

SEAT COVERS

SAFE

15" MIN

'-2

'-6

ELECTRIC

OUTLET

DRYER

HAIR

ELECTRIC

OUTLET

DRYER

HAND

ELECTRIC

(ADA)

COOLER

WATER

11"

15d

(CHILDREN)

M A

CLEARANCE

'-6

5" MAX

'-3

M A

TOE WATER

ELECTRIC

COOLER

M A

1'-5"

'-6

'-0

HOSE

BIBB

SWITCH

'-2

SIAMESE

'-0

ADA

SIGNAGE

DUPLEX

OUTLET OUTLET

DUPLEX CONTROL

PANEL

THERMOSTAT

'-0

M A

FIRE

EXTINGUISHER

'-1

1" 4 '-0

M A

'-4

AT URINAL

PARTITION

'-0

'-6

PAPER

TOILET

DISPENSER

'-0

"3 '-4

DISPENSER

(ADA)

ADJACENT

GRAB BAR

TO TOILET

'-0

8" 2 '-1

'-6

(ADA)

GRAB BAR

3'-0"6"

1'-6"

BEHIND

TOILET

'-1

'-6

(ADA)

TOE

PIPING BELOW

CLEARANCE

9"11"

'-6

"8"

2'-1"

MAX

VANITY

WRAP ALL

VANITY TOP

M A

'-5

'-1

(ADA)

M A

SURFACE

MIRROR

MOUNTED

'-4

TOWEL

PAPER

NAPKIN

DISPENSER

SANITARY

DISPENSER

(ADA)

DISPENSER

'-4

SOAP SEAT

COVER

SEAT

DISPENSER

COVER

'-0

" 3 '-4

CLOSET

WATER

NAPKIN

FEMININE

DISPOSAL

'-4

'-3

(ADA)

URINAL URINAL

AT TOILET

PARTITION

'-1

1'-0" MAX3'-6"

39" - 41"

CARPET BASE WALL MOUNTED

EXIT SIGNS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

REVISIONS

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NO. DATE DESCRIPTION

07/09/25 farah.s

ADA DETAILS

DOUBLE DOORSINGLE DOOR

-4

8" M

A X

BASELINE OF

CHARACTERS

-4

8" M

A X

VOLUME CONTROLLED

TELEPHONE

SMOKE DETECTOR

OR COMBINATION

VISUAL/SMOKE

CEILING VISUAL

ALARM DEVICE

WALL MOUNTED ALARM DEVICES

C E

G H

F T

. M A

CEILING MOUNTED ALARM DEVICES

FLOOR

CEILING

608. SHOWER COMPARTMENTS

30"CLEAR

MIN.

URINAL SCREENS OPTIONAL

GRAB BAR

1- 1/

4" MIN

7" MAX

M A

4" M

Y 48

Y 42

M A

703. SIGNS-TACTILE AND VISUAL

702. ALARMS

606. LAVATORIES AND SINKS

605. URINALS

604.7 ACCESSORIES AND EQUIPMENT

505. HANDRAILS

504.5 STAIR NOSINGS

404. DOORS AND DOORWAYS308. REACH RANGES305. CLEAR FLOOR OR GROUND SPACE

304. WHEELCHAIR TURNING SPACE

303. CHANGES IN LEVEL

BABY CHANGING

STATION

35"

SHOWER

CONTROLS

VARIOUS SHOWER

HEADS

HEIGHT OF HIGHEST

OPERABLE PART

ELEC. HAND

DRYER

PAPER TOWEL

DISPENSER

SANITARY NAPKIN

DISPENSER

TOILET TISSUE

DISPENSER

SANITARY NAPKIN

DISPOSAL UNIT

B .O

. S H

O W

E R

H E

A D

M A

5" M

36" MAX

7"-9"

ACCESSORY AND EQUIPMENT

FOR CHILDREN'S URINALS, X = 16" MAX AND

Y = 44". FOR HC URINALS, X = 17" MAX

AND Y = 44". ALL OTHER URINALS, X = 24"

AND Y = 48" MAX.

HC URINALS ARE DISCRETIONARY IF SUFFICIENT

WATER CLOSETS ARE PROVIDED TO SATISFY

CODE REQUIREMENTS.

C L

19" MAX

17" MIN

48" MIN

CLEAR FLOOR SPACE AT LAVATORIES

CLEAR FLOOR

SPACE

8" MIN

6" MAX

X = 34" MAX, EXCEPT AT

MEDICINE CABINET WHERE X

= 32" MAX

9" M

17" MIN

INX

LAVATORY CLEARANCES

KNEE

CLEARANCE

DEPTH

TOE

CLEARANCE

INSULATE DRAIN &

SUPPLY LINES

A X

FIRE EXTINGUISHER CABINET

ELECT.

OUTLET

LIGHT

SWITCH

AND/OR

FIRE PULL

NOTE: X IS THE 12" MINIMUM HANDRAIL EXTENSION

REQUIRED AT EACH TOP RISER.

Y IS THE MINIMUM HANDRAIL EXTENSION OF 12" PLUS

THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH

BOTTOM RISER.

EXTENSION AT

TOP OF RUN

EXTENSION AT

BOTTOM OF RUN

12" MIN

A A

Y X

X Y

ELEVATION OF

CENTER HANDRAIL

PLAN

1 1/2" MAX

1/2" MAX

11" MIN

CURVED

NOSING

BEVELED

NOSING

VERTICAL

RISER

RADIUS

GRAB BAR

HANDRAIL

INTERNATIONAL SYMBOLS

INTERNATIONAL SYMBOL OF

ACCESS FOR HEARING LOSS

INTERNATIONAL TTY SYMBOLPROPORTIONS

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

M A

A D

T A

B L E

R A

N G

M A

MAX.

MAX

3-1/2"

MAX

CL CL

602. DRINKING FOUNTAINS

30" MIN

48" MIN

24" MAX

15"MIN.

6" MAX8" MIN

15" MIN

M A

1 1/2" MAX

1 1/2"

1 1/4" - 1 1/2"

M A

DOOR HARDWARE

MOUNTING HEIGHT

12"

BAR

ALTERNATE ROLL-INROLL-IN WITH SEAT

LOCKS, LATCHES,

PULLS, EXIT DEVICE

48" MIN

FIG 27

TWO HINGED DOORS IN SERIES

48" MIN

24" MIN

HINGE SIDE APPROACHES - SWINGING DOORS

24" MIN

PULL SIDE

NOTE: Y = 54" MINIMUM IF DOOR

HAS CLOSER.

LATCH SIDE APPROACHES - SWINGING DOORS

54" MIN

SLIDE SIDE APPROACH -

SLIDING DOORS

AND FOLDING DOORS

FRONT APPROACH - SLIDING DOORS

AND FOLDING DOORS

PUSH SIDE

NOTE: Y = 48" MINIMUM IF DOOR

HAS CLOSER.

LATCH SIDE APPROACH -

SLIDING DOORS

AND FOLDING DOORS

NOTE: ALL DOORS IN ALCOVES

SHALL COMPLY WITH

THE CLEARANCES FOR FRONT

APPROACHES.

10" MAX

UNOBSTRUCTED HIGH SIDE REACH

20"-25"

PROVIDE CLEAR

FLOOR SPACE

MAX SLOPE 1:48

1/2" MAX

GRATINGS

PREDOMINANT DIRECTION OF

TRAFFIC

LONG DIMENSION

PERPENDICULAR TO ROUTE

OF TRAVEL

CARPET PILE THICKNESS

1/2" MAX

GRATING ORIENTATION

16" MIN

36"

60"

27"

ROLL-IN SHOWER WITH FOLDING SEAT

DRAIN

LAV

CLOSETSSHELVES

21" MAX

SPECIALTY CLEARANCES

TABLEWARE AREASFOOD SERVICE LINES

36" MIN

BEVELEDVERTCAL

1/4" TO 1/2"1/4" MAX

30"24"

10" MAX

OBSTRUCTED HIGH SIDE REACH

48"

OBSTRUCTED HIGH FORWARD REACH

20" MAX

UNOBSTRUCTED FORWARD REACH

CLEAR FLOOR SPACE IN ALCOVES

60" MIN.36" MIN.

48"

PARALLEL APPROACH

FORWARD APPROACHCLEAR FLOOR SPACE

48"

MAX HEIGHT IS

42" EXCEPT

ACCESSIBLE

FOUNTAIN

FIG 9

DRINKING FOUNTAINS AND WATER COOLERS

BUILT-IN

FOUNTAIN OR COOLER

FREE-STANDING

FOUNTAIN OR COOLER

NOT TO

EXCEED

FOUNTAIN

DEPTH

CLEAR FLOOR SPACESPOUT HEIGHT

AND KNEE CLEARANCE

NOTE: EQUIPMENT PERMITTED

IN SHADED AREA

C opyright1994AD A H elp

67 min

A X

OVERLAP OF KNEE AND TOE CLEARANCE

60 min

A X

P E

R .2

OVERLAP OF KNEE AND TOE CLEARANCE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

REVISIONS

SUBMITTAL:

SHEET NO.

STAMP:

PROJECT NUMBER

F ile

P a th

P ri n t D a te

A u to d e s k D o c s /2

-0

A N

P E

T E

C O

U N

T Y

M A

E N

A N

C E

F A

-0

S a n p e te

C o u n ty M a in t.

F a c ili ty .r v t

2109-090

S A

N P

E T

E C

O U

N T

Y W

A S

H /G

R E

A S

E F

A C

A D

A-002

S A

N P

E T

E C

O U

N T

NO. DATE DESCRIPTION

07/09/25 farah.s

ADA DETAILS

-1998

RAMP RUN

FRONT/REAR ACCESS

36" MIN33" MIN

ELEC. OUTLET

STANDARD ROLL-IN

TRANSFER TYPE

RECTANGLE

2" M

A X

16" MAX

2 1/2" MAX

NOTE : EITHER

TYPE ARE

ACCEPTABLE

L-SHAPE

STANDARD ROLL-INTRANSFER-TYPE

6"6"

24"

MAX

12"

MAX

M A

"M A

PERMANENT SEAT IN TUB

X-PROVIDE 36"

LENGTH FOR SIDE

TRANSFER TOILETS

36"MIN

CROSS SLOPE

1:48 MAX

SLOPE

1:48 MAX

TYP.

INLANDING1:12 MAX

RISE

LANDING

30" MAX. RISE

60"MIN30' MAX60"MIN

PUSH SIDE

A X

32" MIN

DETAIL

32" MIN

SLIDING DOOR

FOLDING DOOR

PULL SIDE

CLEAR DOORWAY WIDTH AND DEPTH

NOTE: X = 12" IF DOOR

HAS BOTH A CLOSER

AND A LATCH.

32" MIN

36" MIN

HINGED DOOR

MAXIMUM DOORWAY DEPTH

PUSH SIDE

Y 42

FRONT APPROACHES - SWINGING DOORS

PULL SIDE

NOTE: X = 36" MINIMUM IF Y

= 60"; X = 42" MINIMUM IF Y

= 54".

54" MIN

NOTE: Y = 48" MINIMUM IF

DOOR HAS BOTH A LATCH AND

CLOSER.

18" 48

X < 48

36" MIN

36"MIN

A X

32" MIN

307. PROTRUDING OBJECTS

SINGLE

12"

MAX

12"

MAX

SIGN

802. AUDITORIUM AND ASSEMBLY AREAS

704. TELEPHONES

608. SHOWER COMPARTMENTS

607. BATHTUBS

604. TOILETS AND TOILET COMPARTMENTS407. ELEVATORS

406. CURB ANGLES

405. RAMPS

404. DOORS AND DOORWAYS

403. ACCESSIBLE ROUTES

306. KNEE CLEARANCE

GENERAL NOTES

THREE DIGIT NUMBERS REFER TO ANSI 117.1 CHAPTER SECTION NUMBERS.

ACCESSIBLE ROUTES SHALL HAVE WALKING SURFACES WITH A RUNNING SLOPE NO STEEPER THAN 1:20, CROSS SLOPE NO STEEPER THAN 1:48. SITE WALKWAYS WITH SLOPES EXCEEDING 1:20 SHALL BE TREATED AS RAMPS WITH RUNNING SLOPES NO STEEPER THAN 1:12, PROVIDE HANDRAILS AND EDGE

PROTECTION PER ANSI 117.1.

CLEAR FLOOR OR GROUND SURFACES SHALL HAVE A SLOPE NO STEEPER THAN 1:48.

CONTRACTOR…

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