4565_Plans.pdf

28 MB Posted

Attached to
North Area Recovery Station Scale Installation Project
Solicitation number
4564-Rebid
Issued by
California

About this file

Written by GovTribe AI ·

These are construction documents for the North Area Recovery Station Scale Installation Project, prepared by the Community Services Agency Department of Waste Management & Recycling in Rancho Cordova, California. The project involves constructing five concrete truck scale foundations, placing owner-furnished truck scales on those foundations, installing asphalt paving and storm drainage around the scales, and implementing electrical and data trenching for truck scales and automated kiosks. The project will be located at 4450 Roseville Road in North Highlands, California, with a contract number of 4564.

The documents detail comprehensive civil engineering plans including site demolition, precise grading, horizontal control, utility plans, and construction phasing. Technical specifications cover foundation requirements, reinforced concrete specifications, structural steel standards, and special inspection protocols. The project involves multiple infrastructure components such as scale pads, a kiosk, electrical systems, and telecommunications infrastructure. While specific budget details are not explicitly outlined, the documents indicate a complex, multi-phase infrastructure improvement project requiring precise engineering and coordinated construction methodologies across electrical, civil, and telecommunications disciplines.

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Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

C1.00

GENERAL

NOTES

COUNTY OF SACRAMENTO GENERAL NOTES

COUNTY OF SACRAMENTO - EROSION AND SEDIMENT CONTROL NOTES

CONSTRUCTION NOTES

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D

LARGE DEBRIS PILE AREA

GATED AREA

(NO ACCESS)

FUEL

STATION

LOCATION OF 40' EASEMENT TO

SACRAMENTO COUNTY FOR

PUBLIC ROAD RIGHT OF WAY PER

BOOK 659, PAGE 480 OFFICIAL

RECORDS (EXCEPTION #9)

N39 °5

7'3 5"

E 9

.21 ' (9

.93

' R

EC)ROSEVILL

E R

OAD

EXISTING

PUBLIC

HOUSEHOLD

HAZARDOUS

WASTE

FACILITY

(PHHWF)

EXISTING

HOUSEHOLD

HAZARDOUS

WASTE OFFICE

EXISTINGPUBLIC

RESTROOM

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ART

VA

N

NO

PA

RK

ING

NO

PARKING

NO

PARKING

VAN

NO

PARKING

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.01

SITE

DEMOLITION

PLAN

LEGEND

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LARGE DEBRIS PILE AREA

SCALE PAD

SCALE PAD

SCALE PAD

SCALE PAD

D

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X

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.02

SITE

DEMOLITION

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S89°42'11"E 1172.75' (1172.46' REC)

EXISTING

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.03

SITE

DEMOLITION

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D

LARGE DEBRIS PILE AREA

GATED AREA

(NO ACCESS)

FUEL

STATION

LOCATION OF 40' EASEMENT TO

SACRAMENTO COUNTY FOR

PUBLIC ROAD RIGHT OF WAY PER

BOOK 659, PAGE 480 OFFICIAL

RECORDS (EXCEPTION #9)

N39 °5

7'3 5"

E 9

.21 ' (9

.93

' R

EC)ROSEVILL

E R

OAD

EXISTING

PUBLIC

HOUSEHOLD

HAZARDOUS

WASTE

FACILITY

(PHHWF)

EXISTING

HOUSEHOLD

HAZARDOUS

WASTE OFFICE

EXISTINGPUBLIC

RESTROOM

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ART

VA

N

NO

PA

RK

ING

NO

PARKING

NO

PARKING

VAN

NO

PARKING

NO

PARKING

NO

PARKING

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.04

HORIZONTAL

CONTROL AND

STRIPING PLAN

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LARGE DEBRIS PILE AREA

SCALE PAD

SCALE PAD

SCALE PAD

SCALE PAD

D

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Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.05

HORIZONTAL

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X X

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X X X X X X X X X X

S89°42'11"E 1172.75' (1172.46' REC)

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.06

HORIZONTAL

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D

LARGE DEBRIS PILE AREA

GATED AREA

(NO ACCESS)

FUEL

STATION

LOCATION OF 40' EASEMENT TO

SACRAMENTO COUNTY FOR

PUBLIC ROAD RIGHT OF WAY PER

BOOK 659, PAGE 480 OFFICIAL

RECORDS (EXCEPTION #9)

N39 °5

7'3 5"

E 9

.21 ' (9

.93

' R

EC)ROSEVILL

E R

OAD

EXISTING

PUBLIC

HOUSEHOLD

HAZARDOUS

WASTE

FACILITY

(PHHWF)

EXISTING

HOUSEHOLD

HAZARDOUS

WASTE OFFICE

EXISTINGPUBLIC

RESTROOM

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ART

VA

N

NO

PA

RK

ING

NO

PARKING

NO

PARKING

VAN

NO

PARKING

NO

PARKING

NO

PARKING

C1.07

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

PRECISE

GRADING PLAN

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LARGE DEBRIS PILE AREA

SCALE PAD

SCALE PAD

SCALE PAD

SCALE PAD

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X

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.08

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X X

X X

X X X X X X X X X X

S89°42'11"E 1172.75' (1172.46' REC)

EXISTING

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.09

SCALE PAD

SCALE PAD

SCALE PAD

D

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.10

SCALEHOUSE SLAB

GRADING

ENLARGEMENT

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

C1.11

TYPICAL

SECTIONS

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LARGE DEBRIS PILE AREA

SCALE PAD

SCALE PAD

SCALE PAD

SCALE PAD

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

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X

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.12

WET UTILITY

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X X X X X X X X X X

S89°42'11"E 1172.75' (1172.46' REC)

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.13

WET UTILITY

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D

D

D

D

D

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

DETENTION POND

GATED AREA

(NO ACCESS)

SCALE PAD

SCALE PAD

SCALE PAD

SCALE PAD

FUEL

STATION

TANK

SITE

APPROXIMATE LOCATION OF

EASEMENT TO P.G.&E. FOR

ELECTRICAL FACILITIES PER

BOOK 90, PAGE 217 OFFICIAL

RECORDS (EXCEPTION #7)

APPROX. LOCATION OF EASEMENT TO

P.G.&E. FOR ELECTRICAL FACILITIES PER

BOOK 127, PAGE 345 OFFICIAL RECORDS,

WIDTH UNKNOWN. (EXCEPTION #8)

LOCATION OF 40' EASEMENT TO

SACRAMENTO COUNTY FOR

PUBLIC ROAD RIGHT OF WAY PER

BOOK 659, PAGE 480 OFFICIAL

RECORDS (EXCEPTION #9)

AN ACCESS EASEMENT GRANTED TO THE UNITED

STATES OF AMERICAN, BY AND THROUGH THE

SECRETARY OF THE AIR FORCE ENCOMPASSES THE

ENTIRE PARCEL AS DESCRIBED IN THAT CERTAIN

QUITCLAIM DEED RECORDED IN BOOK 20071102,

PAGE 604 OFFICIAL RECORDS.(EXCEPTION #13)

S89°42'11"E 1172.75' (1172.46' REC)

N89°37'33"W 1774.99' (1774.43' REC)

N39 °5

7'3 5"

E 9

.21 ' (9

.93

' R

EC)ROSEVILL

E R

OAD

D

EXISTING

EMPLOYEE

BUILDING

EXISTING

MAINTENANCE

SHOP

EXISTING

PUBLIC

HOUSEHOLD

HAZARDOUS

WASTE

FACILITY

(PHHWF)

EXISTING

HOUSEHOLD

HAZARDOUS

WASTE OFFICE

EXISTING

TRUCK

WASH

EXISTINGPUBLIC

RESTROOM

X X

X X

X X

X X

X X

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

X

ART

VA

N

NO

PA

RK

ING

NO

PARKING

NO

PARKING

VAN

NO

PARKING

NO

PARKING

NO

PARKING

PHASE 1

PHASE 3

PHASE 2

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

C1.14

CONSTRUCTION

PROPOSED

PHASING

NOTE REGARDING PHASING

NO

PARKING

NO

PARKING

XXXXXXXXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXXXXX

X

X

X X

X X

X X X

X

X X

X

X

X

X X

X X

X X

X X

X X

X X

X

X X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X X

X X

X

X

X X

X

XXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

XX

X X

X X

X X X X X X X

X X X

D

D

D

D

D

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

DETENTION POND

GATED AREA

(NO ACCESS)

SCALE PAD

SCALE PAD

SCALE PAD

SCALE PAD

FUEL

STATION

TANK

SITE

APPROXIMATE LOCATION OF

EASEMENT TO P.G.&E. FOR

ELECTRICAL FACILITIES PER

BOOK 90, PAGE 217 OFFICIAL

RECORDS (EXCEPTION #7)

APPROX. LOCATION OF EASEMENT TO

P.G.&E. FOR ELECTRICAL FACILITIES PER

BOOK 127, PAGE 345 OFFICIAL RECORDS,

WIDTH UNKNOWN. (EXCEPTION #8)

LOCATION OF 40' EASEMENT TO

SACRAMENTO COUNTY FOR

PUBLIC ROAD RIGHT OF WAY PER

BOOK 659, PAGE 480 OFFICIAL

RECORDS (EXCEPTION #9)

AN ACCESS EASEMENT GRANTED TO THE UNITED

STATES OF AMERICAN, BY AND THROUGH THE

SECRETARY OF THE AIR FORCE ENCOMPASSES THE

ENTIRE PARCEL AS DESCRIBED IN THAT CERTAIN

QUITCLAIM DEED RECORDED IN BOOK 20071102,

PAGE 604 OFFICIAL RECORDS.(EXCEPTION #13)

S89°42'11"E 1172.75' (1172.46' REC)

N89°37'33"W 1774.99' (1774.43' REC)

N39 °5

7'3 5"

E 9

.21 ' (9

.93

' R

EC)

S0 0°

'2

7" W

.9 4'

(7

.8 0'

R

EC

)ROSEVILL

E R

OAD

D

EXISTING

TIPPING

BUILDING

EXISTING

EMPLOYEE

BUILDING

EXISTING

MAINTENANCE

SHOP

EXISTING

PUBLIC

HOUSEHOLD

HAZARDOUS

WASTE

FACILITY

(PHHWF)

EXISTING

HOUSEHOLD

HAZARDOUS

WASTE OFFICE

EXISTING

TRUCK

WASH

EXISTINGPUBLIC

RESTROOM

X X

X X

X X

X

X

X X X X X X X X X X

X

ART

VA

N

NO

PA

RK

ING

NO

PARKING

NO

PARKING

VAN

NO

PARKING

0 0 0 0

SS

C1.15

EROSION CONTROL PLAN

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

SURVEY INFORMATION

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

VA

N

VAN

NO

PARKING

NO

PA

RK

ING

KEY MAP

NOT TO SCALE

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

CIVIL ENGINEER

C1.16

CONSTRUCTION

DETAILS

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

CIVIL ENGINEER

C1.17

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

CIVIL ENGINEER

C1.18

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

CIVIL ENGINEER

C1.19

CONSTRUCTION

DETAILS

GENERAL NOTE:

GENERAL NOTE:

SINGLE POST

N.T.S.

A2.03

A2.03

A2.03

A2.03

A4.01

A

B - OPP.

B

AB

2 3

4 2

A B

2 3

1 2

14 14

10 16

2 12

1014 14

NO

PARKING

NO

PARKING

D

D

D

D

D

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

LARGE DEBRIS PILE AREA

S89°42'11"E 1172.75' (1172.46' REC)

N89°37'33"W 1774.99' (1774.43' REC)

N39 °5

7'3 5"

E 9

.21 ' (9

.93

' R

EC)

S0 0°

'2

7" W

.9 4'

(7

.8 0'

R

EC

ROSEVILL

E R

OAD

D

EXISTING

TIPPING

BUILDING

EXISTING

EMPLOYEE

BUILDING

EXISTING

MAINTENANCE

SHOP

EXISTING

PUBLIC

HOUSEHOLD

HAZARDOUS

WASTE

FACILITY

(PHHWF)

EXISTING

HOUSEHOLD

HAZARDOUS

WASTE OFFICE

EXISTING

TRUCK

WASH

EXISTINGPUBLIC

RESTROOM

X

ART

Community Services Agency Department of Waste

Management & Recycling 10863 Gold Center Drive

Rancho Cordova, CA 95670 P. 916.875.6789

CONSTRUCTION DOCUMENTS

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

A2.03

KIOSK FLOOR PLAN

1/4"=1'-0"

A2.03

NORTH EXTERIOR ELEVATION

1/4"=1'-0"

KIOSK

A2.03

PLAN VIEWS

EXTERIOR ELEVATIONS

A2.03

SOUTH EXTERIOR ELEVATION

1/4"=1'-0"

A2.03

NORTH EXTERIOR ELEVATION

1/4"=1'-0"

A2.03

EAST EXTERIOR ELEVATION

1/4"=1'-0"

N

A2.03

KIOSK ROOF PLAN

1/4"=1'-0"

N

KEYNOTES

KEY PLAN

PROJECT LOCATION

N

GENERAL NOTES

1. SEE INTERIOR ELEVATIONS ON SHEET A4.01 FOR ACCESSORIES VERTICAL LOCATIONS.

2. SEE SHEET G0.02 FOR ACCESSIBILITY GENERAL NOTES AND ACCESSIBLE HEIGHT REQUIREMENTS.

3. SEE FINISH SCHEDULE SHEET A2.20 FOR INFORMATION REGARDING INTERIOR FINISHES.

1. PRE-MANUFACTURED TRANSACTION KIOSK WITH LEVEL 3 BULLET RESISTANT WALL

PANELS

2. MANUALLY OPERATED SUNSCREEN ROLLER SHADE, TYPICAL AT ALL WINDOWS.

3. NON-OPERABLE WINDOW WITH LEVEL 3 BULLET RESISTANT GLAZING, TINTED

4. VERTICAL SLIDING TRANSACTION WINDOW WITH LEVEL 3 BULLET RESISTANT

GLAZING, TINTED

5. STAINLESS STEEL COUNTERTOP WITH DRAWERS

6. NOT USED.

7. 5'-0" MIN. CLEAR TURNING CIRCLE PER 2019 CBC SECTION 11B-304.3.1

8. NOT USED.

9. NOT USED.

10. RAISED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

11. GALVANIZED 1 1/2" DIA. HANDRAILS, 1 1/2" DIA. POST, 1 1/2" DIA. HORIZONTAL RAILS

PAINTED

12. NOT USED.

13. CEILING MOUNTED FAN COIL UNIT.

14. RAISED SCALES, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

15. STAIR LANDING 60" MINIMUM WIDTH AND LENGTH. SLOPES NOT TO EXCEED 1:48

16. CONCRETE STAIRS WITH CURBS ON EACH SIDE. SEE DETAIL 11/S4.01.

X-X

SLAB DEPRESSION

(OVER) 8"

SLAB DEPRESSION

(UNDER) 8"

SLOPE UP

SLOPE DOWN

SLAB RECESS & SLOPE

RIDGE

VALLEY

DECK LEGEND

COLUMN LEGEND

STEEL BEAM LEGEND

FOOTING LEGEND

TOP OF FOOTING ELEVATION

FOOTING TYPE

BEAM SIZE

W16x26 [10]

NO OF HEADED STUDS

COLUMN SIZE

DENOTES SPAN

DIRECTION OF DECK

SEE NOTE FOR

DECK INFORMATION

REVISION NUMBER

ELEVATION

SECTION MARK

ELEVATION MARK

GRID BUBBLE

SLOPE MARK

MOMENT

CONNECTION

SPLICE

SEE PLAN

FOR SIZE

DENOTES BOTT OF

KNEE BRACE

KNEE BRACE

LATERAL BRACE

STRUCTURAL PLAN SYMBOLS

AND LEGENDS

F4

'-0

HSS4X

4X

3/1

BP-1

BASE PLATE TYPE

C=3/4"

CAMBER AT MIDSPAN

30K

VERTICAL REACTION AT EACH END OF BEAM,

UON. (LRFD)

S501

S501

A = ±20K

HORIZONTAL

REACTION AT END OF

BEAM

(LRFD)

LOAD-BEARING CMU WALL AT ROOF

LOAD-BEARING CMU WALL AT FOUNDATION

TOP OF STEEL

TOS = (XX'-XX")

STEP UP & SLOPE DOWN

MASONRY LEGEND

TOP OF WALL

FOOTING ELEVATION

WALL FOOTING TYPE

WF1

98'-0"

WF1

'-0

TOP OF WALL

FOOTING

ELEVATION

WALL FOOTING

TYPE

MASONRY OPENING

ABOVE

MASONRY LINTEL SEE

SCHED ON S500 SERIES

MCJ - SEE S500 SERIES

JAMB REINF @ WALL

OPENINGS. FOR SCHED,

SEE S500 SERIES

M8-548

CMU WALL TYPE:

SEE S500 SERIES

8" MASONRY

#5 VERT REINF

@48" OC

MCJ - SEE S500 SERIES

MASONRY LINTEL SEE

SCHED ON S500 SERIES

GRADE BEAM TYPE

GB1

DRAG/AXIAL

CONNECTION

EMBEDED

PLATE CONN

WWF

OWSJ

SLAB THICKNESS CHANGE

d

D d

4d O

R 2 1

/2" M

IN

.D D d

6d FOR #3 TO #5 12d FOR #6 TO #8

D d

#3 60 6 6 6 6 6 6 6 6 #4 60 8 8 7 7 6 6 6 6 #5 60 10 10 9 9 8 8 7 7 #6 60 12 12 10 10 9 9 9 9 #7 60 14 14 12 12 11 11 10 10

#3 60 22 17 19 15 17 13 16 12 #4 60 29 22 25 19 23 17 21 16 #5 60 36 28 31 24 28 22 26 20 #6 60 43 33 37 29 34 26 31 24 #7 60 63 48 54 42 49 38 45 34

#3 60 29 22 25 20 22 17 21 16 #4 60 38 29 33 25 30 22 27 21 #5 60 47 36 40 31 36 29 34 26 #6 60 56 43 48 38 44 34 40 31 #7 60 82 62 70 55 64 49 59 44

BAR

SIZE

Fy (ksi) f'c=3000 PSI f'c=4000 PSI f'c=5000 PSI f'c=6000 PSI

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

BAR

SIZE

Fy (ksi) f'c=3000 PSI f'c=4000 PSI f'c=5000 PSI f'c=6000 PSI

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

BAR

SIZE

Fy (ksi) f'c=3000 PSI f'c=4000 PSI f'c=5000 PSI f'c=6000 PSI

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

PRINCIPAL REINF

STIRRUPS AND TIES

WIRE TIES TYP

BAR LAP SPLICE

MINIMUM BEND DIAMETERS:

D=6d FOR #3 TO #8 D=8d FOR #9 TO #11 D=10d FOR #14 AND #18

MINIMUM BEND DIAMETERS:

D=4d FOR #3 TO #5 D=6d FOR #6 TO #8

135 DEGREE HOOK

180 DEGREE STANDARD HOOK90 DEGREE STANDARD HOOK

90 DEGREE HOOK

CRITICAL

CONCRETE

PLANE

NOTES:

1. TABULATED VALUES ARE IN INCHES FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINF STEEL. FOR LIGHT WEIGHT CONCRETE

INCREASE LENGTHS BY 30%. FOR EPOXY COATED BARS INCREASE LENGTHS BY 50%.

2. TABULATED LAP SPLICE LENGTHS ARE FOR CLASS B SPLICES AS DEFINED IN ACI 318. FOR CLASS A SPLICES REDUCE LENGTH BY 30%. CLASS A

SPLICES MAY BE USED WHEN SPECIFICALLY CALLED ON DRAWINGS AND IF ONE HALF OR LESS OF THE TOTAL NUMBER OF BARS ARE SPLICED

WITHIN THE REQ'D LAP LENGTH.

3. BAR DEVELOPMENT LENGTHS AND SPLICE LENGTHS OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE INCREASED BY 20% FOR A 3-BAR BUNDLE

AND 33% FOR A 4-BAR BUNDLE.

4. TOP BARS ARE DEFINED AS HORIZONTAL BARS W/ MORE THAN 12" OF CONCRETE CAST BLW THE BAR.

6. FOR COMPRESSION LAP SPLICE LENGTH, Lcs, (ONLY WHERE INDICATED ON DRAWINGS) USE 30 BAR DIAMETER, NOT LESS THAN 12".

7. MECHANICAL SPLICES MAY BE USED AT CONTRACTOR'S OPTION. MECHANICAL SPLICES SHALL BE TYPE 2 AS DEFINED IN ACI 318 AND SHALL

DEVELOP IN TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH (Fy) OF THE SPLICED BAR.

8. WHERE MECHANICAL SPLICES ARE USED, STAGGER ADJACENT SPLICES BY 24" OC.

9. THE SMALLER BAR SPLICE LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS.

DEV. LENGTH OF STD. HOOK IN TENSION (Ldh)

DEV. LENGTH OF BARS IN TENSION (Ld)

TENSION LAP SPLICE LENGTH (Lts)

Lts

Lts

Ld h

12d

CRITICAL

CONCRETE

PLANE

Ld h

0'

1'

0'

0'

1'

0'

3" MIN.

6d OR

5. FOR CONCRETE COMPRESSION DEVELOPMENT LENGTH, Ldc, (ONLY WHERE INDICATED ON DRAWINGS). USE 19 BAR DIAMETER.

L ANGLE

LB POUND

LF LINEAR FOOT

LG LENGTH

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOW

LT WT LIGHTWEIGHT

LVL LEVEL

MAX MAXIMUM

MC MOMENT CONNECTION

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MID MIDDLE

MIL MILLIMETER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH

NA NOT APPLICABLE

NDT NON-DESTRUCTIVE TESTING

NEW, (N) NEW

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OWSJ OPEN WEB STEEL JOIST

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

REF REFER, REFERENCE

REINF REINFORCED, REINFORCEMENT

REM REMAINDER

REQ'D REQUIRED

REQ'MTS, REQMTS REQUIREMENTS

REV REVISION

SAD SEE ARCHITECTURAL

DRAWINGS

SC SLIP CRITICAL

SCHED SCHEDULE

SCJ SAWN CONTROL JOINT

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPA SPACES

SQ SQUARE

SSH SHORT SLOTTED HOLE

STD STANDARD

STL STEEL

STRUCT STRUCTURE, STRUCTURAL

SUPP SUPPORT

T&B TOP AND BOTTOM

TEMP TEMPORARY

THK THICK

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOSC TOP OF STRUCTURAL

CONCRETE

TOSL TOP OF SLAB

TOT TOTAL

TOW TOP OF WALL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V, VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WB WIND BRACE

WBBP WIND BRACE BASEPLATE

WHSS WELDED HEADED STEEL STUD

WP WORKING POINT

WRT WITH RESPECT TO

WT WEIGHT

WWF WELDED-WIRE FABRIC

YD YARD

# POUND

& AND

@ AT

AB ANCHOR BOLT

ACS ALL COMMON SIDES

ADDTL ADDITIONAL

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

ALT ALTERNATE

ARCH, ARCH'L ARCHITECT, ARCHITECTURAL

BL BRICKLEDGE

BLDG BUILDING

BM BEAM

BN BOUNDARY NAILING

BO BOTTOM OF

BOB BOTTOM OF BEAM

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

BOTT BOTTOM

BP BASE PLATE

BRBF BUCKLING RESTRAINED

BRACED FRAME

BRG BEARING

BTWN BETWEEN

C CHANNEL

CB CONCRETE BEAM

CC CARRIED COLUMN

CEN CENTER

CFMF COLD-FORMED METAL FRAMING

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT, CONNECTION

CONT CONTINUOUS

CTR CENTERED

CWI CERTIFIED WELDING

INSPECTOR

D, DIA DIAMETER

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DEF DEFORMED, DEFINITION

DEFL DEFLECTION

DET, DTL DETAIL

DIAG DIAGONAL

DN DOWN

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EN EDGE NAIL

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

EQ EQUAL

EQ SPA EQUAL SPACE

ES EACH SIDE

EW EACH WAY

EXIST, (E) EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FF EL FINISH FLOOR ELEVATION

FNDN FOUNDATION

FOA FACE OF ANGLE

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FT FEET

FTG FOOTING

Fy YIELD STRESS

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

GLB GLUED-LAMINATED BEAM

GT GIRDER TRUSS

H, HORIZ HORIZONTAL

HC HOLLOW CORE

HI HIGH

HK HOOK

HSS HOLLOW STRUCTURAL STEEL

IN INCHES

INFO INFORMATION

INT INTERIOR

JST JOIST

JT JOINT

k KIPS

KB KNEE BRACE

ABBREVIATIONS LAP SPLICE AND DEVELOPMENT LENGTH FOR CONCRETE

ABBREVIATIONS,

S0.01

LEGENDS, SYMBOLS

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

CIVIL ENGINEER

SOILS

VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL.

GEOTECHNICAL

REPORT

CONSTRUCTION

DOCUMENTS

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY.

CBC 1705.6

PERIODIC1. BEARING MATERIAL

PERIODIC2. EXCAVATIONS

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALSPERIODIC3. FILL MATERIALS

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY

THAT THE SITE HAS BEEN PREPARED PROPERLY.

PERIODIC4. PRIOR TO PLACEMENT OF FILL

VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

CONTINUOUS5. DURING PLACEMENT OF FILL

SPECIAL INSPECTION AND TEST REQUIREMENTS

THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A

RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE

DELAYED PENDING OBSERVATIONS.

OBSERVE

THESE INSPECTIONS SHALL BE PERFORMED FOR EACH

CONNECTION OR MEMBER, AND COMPLETED PRIOR TO THE

FINAL ACCEPTANCE OF THE ITEM.

PERFORM

SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS

PRESENT CONTINUOUSLY WHEN AND WHERE THE WORK TO

BE INSPECTED IS BEING PERFORMED

CONTINUOUS

SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS

INTERMITTENTLY PRESENT WHERE THE WORK HAS BEEN OR

IS BEING PERFORMED AND AT THE COMPLETION OF WORK.

PERIODIC

A QUALIFIED PERSON EMPLOYED OR RETAINED BY AN

APPROVED AGENCY AND APPROVED BY THE BUILDING

OFFICIAL AS HAVING THE COMPETENCE NECESSARY TO

INSPECT A PARTICULAR TYPE OF CONSTRUCTION

REQUIRING SPECIAL INSPECTION.

SPECIAL

INSPECTOR

INSPECTION OF CONSTRUCTION REQUIRING THE EXPERTISE

OF AN APPROVED SPECIAL INSPECTOR IN ORDER TO

ENSURE COMPLIANCE WITH THE BUILDING CODE AND THE

APPROVED CONSTRUCTION DOCUMENTS.

SPECIAL

INSPECTION

DEFINITIONS

CONCRETE

INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY

PLACEMENT

1. REINFORCEMENT ACI 318: 20, 25.2, 25.3,

26.6.1-26.6.3

CBC 1908.4

PERIODIC

CBC 1705.3

VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A7062. REINFORCING BAR WELDING PERIODIC

INSPECT SINGLE-PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16"PERIODIC

INSPECT ALL OTHER WELDSCONTINUOUS

AWS D1.4

ACI 318: 26.6.4

INSPECT ANCHORS CAST IN CONCRETE3. ANCHORS PERIODIC ACI 318: 17.8.2

INSPECT ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.4. ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS

CONTINUOUS

INSPECT ALL OTHER MECHANICAL OR ADHESIVE ANCHORS - SPECIFIC

REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE

RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN

ACCORDANCE WITH ACI318: 17.8.2 OR OTHER QUALIFICATION PROCEDURES.

PERIODIC

ACI 318: 17.8.2.4

ACI 318: 17.8.2

VERIFY USE OF REQUIRED DESIGN MIX

5. DESIGN MIX PERIODIC ACI 318:19, 26.4.3, 26.4.4

CBC 1904.1, 1904.2,

1908.2, 1908.3

FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

6. PRIOR TO CONCRETE PLACEMENT CONTINUOUS ASTM C172, C31

CBC 1908.10

INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION

TECHNIQUES7. DURING PLACEMENT CONTINUOUS

ACI318: 26.5

CBC: 1908.6,1908.7,1908.8

VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUESPERIODIC ACI318: 26.5.3-26.5.5

CBC: 1908.9

APPLICATION OF PRESTRESSING FORCES8. PRESTRESSED CONCRETE CONTINUOUS ACI318: 26.10

GROUTING OF BONDED PRESTRESSING TENDONSCONTINUOUS

INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.9. PRECAST CONCRETE PERIODIC ACI 318: 26.9

VERIFY IN-SITU CONCRETE STRENGTH:

PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE

PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND

STRUCTRUAL SLABS

10. IN-SITU CONCRETE STRENGTH PERIODIC ACI 318: 26.11.2

INSPECT FORMWORK FOR SHAPE, LOCATION, ABD DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

11. FORMWORK PERIODIC ACI 318: 26.11.1.2(b)

REFERENCES

CODES/STANDARDS

SPECIAL INSPECTION AND TEST REQUIREMENTS

TYPE REQUIRED INSPECTIONS AND/OR TESTSFREQUENCY

INDICATES SPECIAL INSPECTION OF ITEM IS REQUIRED FOR

THE WORK DEFINED IN THE CONSTRUCTION DOCUMENTS

FOR THIS PROJECT.

I. GENERAL NOTES:

1. ALL STRUCTURAL WORK SHALL CONFORM TO THE DRAWINGS, THE PROJECT SPECIFICATIONS, ALL DRAWING NOTES, AND THE 2019 CALIFORNIA BUILDING CODE (CBC).

ALL APPLICABLE REFERENCE STANDARDS, AS MODIFIED BY THE BUILDING CODE, INCLUDE:

A. AISC 360-16: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

C. AWS D1.1: STRUCTURAL WELDING CODE - STEEL

D. ACI 318-14: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

E. ACI 117-10: STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS

F. TMS 402-16: BUILDING CODE FOR MASONRY STRUCTURES

H. AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS, 2016

I. ASCE/SEI 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

2. THE SCOPE OF WORK IS NOT SOLELY DEFINED BY THESE DOCUMENTS.

3. TYPICAL DETAILS APPLY THROUGHOUT THE PROJECT, EVEN IF NOT SPECIFICALLY REFERENCED

IN PLANS OR DETAILS. DETAILS OF CONSTRUCTION NOT FULLY SHOWN OR NOTED ON

THE DRAWINGS NOR CALLED OUT IN THE SPECIFICATIONS SHALL BE OF THE SAME SIZE

AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN AND NOTED.

4. ALL FORCES INDICATED IN THE STRUCTURAL DRAWINGS ARE SERVICE

LOADS AS DEFINED BY ASCE 7, UNLESS NOTED OTHERWISE.

5. DO NOT USE SCALED DIMENSIONS; USE ONLY WRITTEN DIMENSIONS. WHERE NO

DIMENSION IS PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATIONS BEFORE

PROCEEDING WITH WORK.

6. SEE ARCHITECTURAL DRAWINGS FOR SITE POSITIONING AND PROJECT DATUM, REFERENCE IS

(0'-0") AS SHOWN ON ARCHITECTURAL DRAWINGS.

7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE

INCLUDING SAFETY OF PERSONS AND PROPERTY AND THE MEANS AND METHODS

OF CONSTRUCTION.

8. STRUCTURAL ELEMENTS SHALL BE CENTERED ABOUT GRIDLINES OR DIMENSION LINES,

UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL PROVIDE ENGINEERED DESIGNS OF TEMPORARY SHORING

AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS, EXCAVATIONS AND ADJACENT

PROPERTY AS PROJECT CONDITIONS AND LOCAL BUILDING CODE REQUIRE.

10. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS

FOR DIMENSIONS NOT SHOWN ON PLAN. DISCREPANCIES AND/OR INTERFERENCES SHALL

BE REPORTED TO THE ARCHITECT IMMEDIATELY.

11. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY

SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

12. DEFICIENT WORK AND WORK NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS

AS IDENTIFIED BY THE ARCHITECT OR INSPECTOR SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COMPENSATE OWNER FOR SERVICES

ARISING FROM DEFICIENT WORK.

13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY REQUIRED DEWATERING

OF THE SITE DURING CONSTRUCTION.

14. THE CONTRACTOR SHALL PREPARE ENGINEERED DESIGN AND SHALL BE RESPONSIBLE

FOR CONFIRMING ADEQUACY OF AS BUILT STRUCTURE FOR ALL SURCHARGE LOADS

RESULTING FROM COMPACTION AS WELL AS CRANES TRUCKS, BULLDOZERS OR ANY

OTHER CONSTRUCTION EQUIPMENT. ENGINEERED DESIGNS SHALL BE PREPARED,

SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE JURISDICTION

AND SUBMITTED TO ENGINEER OF RECORD FOR REVIEW.

II. FOUNDATIONS:

1. FOUNDATION DESIGN CRITERIA ARE BASED ON THE GEOTECHNICAL REPORT BY SIERRA

GEOTECH. DATED DECEMBER 11, 2019. PROJECT NO. RL2019337.

2. CONTINUOUS FOOTINGS AND ISOLATED FOOTINGS ARE DESIGNED BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF FOR DEAD LOAD, 3000 PSF FOR DEAD LOAD PLUS LIVE LOAD, AND 4500 PSF FOR ALL LOADS INCLUDING SEISMIC.

3. ALLOWABLE PASSIVE EARTH PRESSURE IS 300 PCF FOR APPROVED COMPETENT EARTH MATERIAL.

4. ALLOWABLE FRICTION COEFFICIENT IS 0.30 FOR CONCRETE AND SOIL INTERFACE.

5. SOIL PREPARATION OF THE SITE SHALL FOLLOW THE RECOMMENDATIONS

DESCRIBED IN THE GEOTECHNICAL REPORT. THIS INCLUDES REMOVAL OF

EXISTING STRUCTURES/UTILITIES, REMOVAL OF EXISTING FILL WHERE DEEMED

NECESSARY, PREPARATION OF THE SUBGRADE & COMPACTION, OVER EXCAVATIONS

FOR NEW FOUNDATIONS & SLABS, AND BACKFILLING TO RETAINING WALLS. OVER

EXCAVATION SHALL COMPLY WITH GEOTECH REPORT, SEE NOTE 1.

6. WHERE SOIL CONDITIONS ARE FOUND DURING CONSTRUCTION THAT DO NOT MEET

CRITERIA DESCRIBED IN THE REPORT, SPECIAL INSPECTOR/CONTRACTOR SHALL

NOTIFY ARCHITECT IMMEDIATELY.

7. LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE VERIFIED PRIOR TO

CONSTRUCTION OF FOUNDATION TO AVOID ANY INTERFERENCE. CONTRACTOR

SHALL EXPOSE EXISTING UTILITY LINES IN THE IMMEDIATE AREA TO DETERMINE

THEIR EXACT INVERT ELEVATION, SIZE AND LOCATION RELATIVE TO THE

FOUNDATION. NOTIFY THE ENGINEER IMMEDIATELY OF ANY INTERFERENCE

WITH PILES, FOOTINGS OR FOUNDATION WALLS.

8. CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF EXCAVATIONS FROM

SURFACE WATER, GROUND WATER, AND SEEPAGE. WATER SHALL NOT BE ALLOWED

TO STAND IN TRENCHES OR FORMS BEFORE OR AFTER CONCRETE IS PLACED, AND SHALL

BE PUMPED OUT. IF BOTTOMS OF TRENCHES BECOME SOFTENED DUE TO RAIN OR OTHER

WATER BEFORE FOUNDATIONS ARE CAST, THE CONTRACTOR SHALL, AT THEIR OWN EXPENSE,

EXCAVATE THE SOFTENED MATERIAL AND REPLACE WITH CONCRETE.

9. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING,

SHEATHING AND SHORING REQUIRED TO SAFELY AND ADEQUATELY RETAIN THE EARTH BANKS

AND ANY EXISTING STRUCTURE.

9. SPECIFIED COVER OF CONCRETE OVER REINFORCING SHALL BE AS FOLLOWS:

10. AGGREGATE FOR NORMALWEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS

AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS

11. LIGHTWEIGHT CONCRETE SHALL HAVE AN AIR-DRY UNIT WEIGHT OF NOT MORE THAN

115 PCF AND NOT LESS THAN 110 PCF (UNLESS HIGH VOLUME FLY ASH CONCRETE USED).

LIGHTWEIGHT AGGREGATE SHALL CONFORM TO ASTM C330. TEST SHRINKAGE IN

ACCORDANCE WITH ASTM C157. SHRINKAGE SHALL NOT EXCEED 0.0005 INCHES/INCH.

12. ALL CONCRETE SHALL BE REINFORCED. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT

AS REQUIRED BY ACI-318 IN ELEMENTS WHERE NO REINFORCEMENT IS INDICATED ON

THE DRAWINGS.

13. DRY PACK OR GROUT UNDER BASE PLATES AND SILL PLATES SHALL BE 7000 psi MIN AT

28 DAYS.

14. CONCRETE PLACEMENT SHALL CONFORM TO ACI 304 AND PROJECT SPECIFICATIONS.

SANDBLAST ALL CONCRETE SURFACES WHICH NEW CONCRETE WILL BE PLACED AGAINST.

15. TWO HOURS MUST ELAPSE BETWEEN END OF COLUMN OR WALL POURS AND THE

BEGINNING OF FLOOR POURS.

16. MACROSYNTHETIC FIBERS SHALL CONFORM TO ASTM D7508.

17. ALL REINFORCEMENT, ANCHOR BOLTS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY

HELD IN PLACE WHILE CONCRETE IS POURED. ADDITIONAL BARS TO BE PROVIDED BY THE

CONTRACTOR FOR SUPPORT AS NEEDED.

18. MECHANICAL, ELECTRICAL AND PLUMBING OPENINGS AND SLEEVES ARE SHOWN

INDICATIVELY AND SMALL OPENINGS AND SLEEVES ARE NOT SHOWN. SEE SLAB

EDGE, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER TRADES FOR SIZE AND

LOCATION OF ALL SLAB AND WALL OPENINGS AND SLEEVES. CONTRACTOR TO

DEVELOP AND SUBMIT A SINGLE COORDINATION DRAWING COMBINING ALL TRADES

INDICATING ALL SLAB OPENINGS AND SLEEVES PRIOR TO POURING CONCRETE FOR

REVIEW BY STRUCTURAL ENGINEER.

19. ALL PIPE AND CONDUIT OPENINGS SHALL BE SLEEVED AND CAST IN PLACE UNLESS

OTHERWISE NOTED. DO NOT SAWCUT, CORE OR CORE DRILL STRUCTURAL CONCRETE

WITHOUT EXPLICIT DIRECTION FROM THE STRUCTURAL ENGINEER. DRILL BITS THAT CAN

CUT OR DAMAGE REINFORCING ARE NOT PERMITTED TO BE USED ON STRUCTURAL

CONCRETE.

20. CONDUITS AND PIPES SHALL NOT BE PERMITTED IN STRUCTURAL CONCRETE ELEMENTS

UNLESS SPECIFICALLY REVIEWED BY THE STRUCTURAL ENGINEER. ALL CONDUITS

TO BE EMBEDDED IN THE STRUCTURAL CONCRETE SHALL BE SUBMITTED FOR

STRUCTURAL REVIEW ON A SINGLE COORDINATED CONDUIT DRAWING COMBINING

ALL TRADES DEVELOPED AND COORDINATED BY THE CONTRACTOR. COORDINATED

CONDUITS/PIPES MUST BE PLACED IN ONE LAYER AVOIDING CROSSOVER AND SPACED

AT THE GREATER OF 3" OR 3 DIAMETERS. DRAWINGS SHALL SHOW STUB-UP LOCATIONS,

BEND RADIUS AND DETAILS OF CONDUIT/PIPE INSTALLATION. ALL CONDUITS AND PIPES

SHALL BE INSTALLED PER THE REQUIREMENTS OF ACI 318 SECTIONS 20.7 AND 26.8.2.

IV. REINFORCING STEEL (CONCRETE/MASONRY)

1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60,

EXCEPT USE ASTM A706 FOR ALL WELDED BARS AS NOTED IN THE CONTRACT DOCUMENTS.

2. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185 (FOR PLAIN WIRE) AND ASTM

A497 (FOR DEFORMED WIRE). Fy = 70 000PSI.

3. EPOXY COATED REINFORCEMENT SHALL BE USED WHERE PERMANENTLY EXPOSED TO

WATER, DEICING SALTS AND WHERE NOTED IN THE CONTRACT DOCUMENTS.

III. REINFORCED CONCRETE:

1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 AND ACI 301 WITH MODIFICATIONS

AS NOTED ON THE CONTRACT DOCUMENTS.

2. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND BEAR

THE WET SEAL OF A CIVIL ENGINEER LICENSED IN THE STATE OF THE PROJECT AND BE

PROVIDED TO THE SEOR FOR REVIEW. EACH MIX DESIGN SHALL BEAR THE NAME OF THE

PROJECT AND THE SPECIFIC USE.

3. CONCRETE MODULUS OF ELASTICITY SHALL MEET THE MINIMUM PROVIDED IN ACI 318

SECTION 19.2.2 FOR THE 28-DAY STRENGTH SPECIFIED BELOW. TEST SHALL BE IN

ACCORDANCE WITH ASTM C469.

4. ALL CONCRETE SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT

28 DAYS MADE WITH HARD ROCK, TYPE V CEMENT, UNLESS OTHERWISE NOTED.

5. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. CONCRETE EXPOSED TO

SOILS CONTAINING CORROSIVE ELEMENTS (SULFATES) SHALL COMPLY WITH IBC 1904.1.

6. FLY ASH MAY BE USED AS A SUBSTITUTE FOR PORTLAND CEMENT. WEIGHT OF FLY ASH

SHALL NOT EXCEED 15% OF CEMENT WEIGHT. FLY ASH SHALL CONFORM TO ASTM C618

CLASS F AND LOSS OF IGNITION SHALL BE LIMITED TO 2%.

7. MIXING OPERATIONS SHALL CONFORM TO ASTM C94.

8. ALL CONCRETE NOT IN CONTACT WITH EARTH TO HAVE FINISH AS SPECIFIED BY ARCHITECT

OR AS COVERED IN PROJECT SPECIFICATIONS. UNLESS OTHERWISE NOTED, NON-

ARCHITECTURAL CONCRETE COLUMNS AND WALLS SHALL HAVE ¾ ” CHAMFERED CORNERS.

A. SLAB ON GRADE

B. FOUNDATIONS

CAST IN PLACE CONCRETE

A. CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH:

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THRU #18 BARS

#5 BARS, W31, OR D31 WIRE AND SMALLER BARS

C. CONCRETE NOT EXPOSED TO WEATHER OR

IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS:

#14 AND #18 BARS

#11 BAR AND SMALLER BARS

BEAMS, COLUMNS

COVER

3"

2" 1-1/2"

1-1/2" 3/4" 1-1/2" f'c = 4000PSI f'c = 4000PSI

II. FOUNDATIONS CONTINUED:

11. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR

TO PLACING OF CONCRETE AND REINFORCING. CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL

ENGINEER WHEN THE EXCAVATIONS ARE READY FOR INSPECTION. THE GEOTECHNICAL

ENGINEER SHALL SUBMIT A LETTER OF COMPLIANCE TO THE OWNER.

12. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND

RETAINING WALLS BEFORE CONCRETE OR MASONRY HAS ATTAINED FULL DESIGN STRENGTH.

CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING WALLS BELOW GRADE FROM LATERAL

LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL

DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGNS, PERMITS AND INSTALLATION

OF BRACING AND PROTECTION.

B. AISC 341-16: SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

G. TMS 602-16: SPECIFICATION FOR MASONRY STRUCTURES

C. HOUSEKEEPING PAD f'c = 4000PSI

S0.04

GENERAL NOTES

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Contract No. 4564

SCALE P1

SCALE P3

SCALE FDN., TYP

G B2

G B1

G B1

G B2

G B2

G B1

G B1

G B2

S1.04

+16"

TOC

WIZARD KIOSK ON APRON SLAB, SEE6/S4.01, SEE ICT DWGS FOR NUMBER ANDLOCATION

SCALE P2

G B2

G B1

G B1

G B2

KIOSK

S2.03

+16"

TOC

WIZARD KIOSK ON APRON SLAB, SEE6/S4.01, SEE ICT DWGS FOR NUMBER ANDLOCATION

WIZARD KIOSK ON APRON SLAB, SEE6/S4.01, SEE ICT DWGS FOR NUMBER ANDLOCATION

KIOSK

S2.03

SCALE FDN., TYPS1.04

SCALE LED SCORE BOARD ON APRONSLAB, SEE 6/S4.01, SEE ICT DWGS FORNUMBER AND LOCATION

SCALE LED SCORE BOARD ON APRONSLAB, SEE 6/S4.01, SEE ICT DWGS FORNUMBER AND LOCATION

1' HIGH

CONCRETEBARRIER

COMMUNICATIONSBOX, SEE ICT

DWGS

S4.03

SCALE

TRANSITION

PLATE

S4.03

SCALE

TRANSITION

PLATE

COMPOSITE

DECK PLATFORMSEE CIVIL DWGS

FOUNDATION PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

TOP OF FINISHED FLOOR ELEVATION = +16".

TOP OF FOOTING ELEVATION = -1'-0"

THE FLOOR IS COMPOSED OF 5" THICK NWC

SLAB-ON-GRADE REINFORCED WITH #4 @ 12".

REFER TO S0.01 - S0.02 FOR GENERAL NOTES,

SYMBOLS AND ANNOTATIONS.

REFER TO S4.01-S4.02 FOR FOUNDATION AND

SLAB-ON-GRADE SECTIONS AND DETAILS.

REFER TO ELECTRICAL, AND DATA DRAWINGS. TO

COORDINATE SLAB OPENINGS AND ALL CONDUIT IN

FOUNDATIONS.

OVER EXCAVATION SHALL COMPLY WITH GEOTECH

REPORT, SEE FOUNDATION NOTES ON S0.02.

REFER TO CIVIL DRAWINGS FOR CONCRETE CURB

LOCATIONS.

TOP OF CONCRETE ELEVATIONS ARE RELATIVE TO

CIVIL DATUM ELEVATION = 81.97'.

TOP OF GRADE BEAM ELEVATIONS = 0'-0".

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Contract No. 4564

CONSTRUCTION DOCUMENTS

CIVIL ENGINEER

FOUNDATION PLAN B

S1.03

S1.03

FOUNDATION PLAN - B

3/16"=1'-0"

N

10'-0 " LEVEL APPROACH

2'-0" 21'-5 1/4" 2'-0"

92'- 1 1/2"

72'- 1 1/2" ENDWALL TO ENDWALL

21'-3"

10'-0" LEVEL APPROACH

2'-0" 21'-5 1/4" 2'-0"

1'-4 " 1'-5 "

8'-1"

CENTERLINE OF

END BASE PLATES

# 4 REBAR @

12 " O.C. T&B

TYP @

APPROACH SLAB

4'- 0 1/2" 3'-10 1/2"

STUB UP (2) CONDUITS

AT SECTION 2 OR 3

FOR GROUND AND

SIGNAL WIRES

23'-2 3/4" 1'-2 1/2"

76'-1 1/2"

11'-7 1/2"

23'- 2 3/4"

11'-7 1/4"

23'-3 " 1'-2 1/2"

3'-10 1/2"

11'-0"

WASHOUT

SLAB WIDTH

7'-9"

CENTERLINE OF

LOAD CELLS

8"

WASHOUT SLAB TYP

REIN #4 @ 18" OC

8 " 7'-9"

CENTERLINE

O F CHECKING

11'-0"

3/4" CLEARANCE

SCALE END BUMPER PLATE, SEE DETAIL 12/S4.03

"C"

5 9/16" MAIN BEAM CLEARANCE 4" WASHOUT SLAB

COMPACTED FILL

72'-0 " SCALE LENGTH 3/4" CLEARANCE

EDGE PLATE, SEE DETAIL 11/S4.03

10"

2'-0"

2' -6

SEE FOUNDATION

PLAN

SEE FOUNDATION

PLAN

12" CONC CURB,

SEE DETAIL 4/S4.03,

SEE CIVIL

(WHERE OCCURS)

4'-0"

2' -6

4'-0"

2' -6

2'-0"

2' -6

S4.01

TYP, SEE SCHED

G B1

G B1

G B2

G B2

SCALE BASE PLATE AND

ANCHORAGE, SEE

DETAIL 8/S4.03, TYP

20'-0 " (NTS) RAMP

APPROACH

SLOPE SLOPE

20'-0 " (NTS) RAMP

APPROACH

WASHOUT

SLAB RIDGE

SL

O

PE

SL

O

PE

SL

O

PE

+0' - 0"

TOC

+16"

TOC

COORDINATE WITH SCALE

INSTALLATION CONTRACTOR

FOUNDATION PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

TOP OF LEVEL APPROACH SLAB ELEVATION = +16"

TOP OF GRADE BEAMS ELEVATION = 0'-0".

SEE PLAN FOR REINFORCEMENT.

REFER TO S0.04 FOR GENERAL NOTES, SYMBOLS

AND ANNOTATIONS.

REFER TO S4.01-S4.02 FOR FOUNDATION AND

SLAB-ON-GRADE SECTIONS AND DETAILS.

REFER TO S3.01 FOR GRADE BEAM SECTIONS AND

DETAILS.

REFER TO ELECTRICAL, AND DATA DWGS. TO

COORDINATE SLAB OPENINGS AND ALL

CONDUIT/PLUMBING IN FOUNDATIONS.

OVER EXCAVATION SHALL COMPLY WITH GEOTECH

REPORT, SEE FOUNDATION NOTES ON S0.04.

SEE CIVIL DWGS FOR SLOPE OF WASHOUT SLAB.

TOP OF WASHOUT SLAB RIDGE ELEVATION = -0'-2".

TOP OF CONCRETE ELEVATIONS ARE RELATIVE TO

CIVIL DATUM ELEVATION = 81.97'.

S1.04

SCALE PIER FOUNDATION PLAN

NTS

S1.04

SCALE PIER FOUNDATION

PLAN

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Contract No. 4564

S4.02

TYP

+1' - 4"

SEE NOTE 3

7'-8" 5"5'-8"

1' -1

5'

-2

1' -1

S4.01

TYP

FOUNDATION PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

TOP OF FINISHED FLOOR ELEVATION = +16".

TOP OF FOOTING ELEVATION = -1'-0"

THE FLOOR IS COMPOSED OF 5" THICK NWC

SLAB-ON-GRADE REINFORCED WITH #4 @ 12".

REFER TO S0.04 FOR GENERAL NOTES, SYMBOLS

AND ANNOTATIONS.

REFER TO S4.01-S4.02 FOR FOUNDATION AND

SLAB-ON-GRADE SECTIONS AND DETAILS.

REFER TO ELECTRICAL AND DATA DRWGS. TO

COORDINATE SLAB OPENINGS AND ALL CONDUIT IN

FOUNDATIONS.

OVER EXCAVATION SHALL COMPLY WITH GEOTECH

REPORT, SEE FOUNDATION NOTES ON S0.02.

TOP OF CONCRETE ELEVATIONS ARE RELATIVE TO

CIVIL DATUM ELEVATION = 81.97'.

S2.03

KIOSK FOUNDATION PLAN

1/4"=1'-0"

S2.03

STRUCTURAL KIOSK

FOUNDATION PLAN

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Contract No. 4564

SECTION @ WALL

WALL REINF AT

CHEEK WALL

SEE NOTE 1

#4 @ 12" OC

EACH WAY

BUILDING WALL (WHERE NOTED)

OR CHEEK WALL AS REQUIRED

#4 CONT

NOSING

BAR TYP

3/4" x 5" KEY CONTINUOUS

#4 DOWELS

NOTE: WHERE CHEEK WALL IS

REQUIRED, PROVIDE 8" THICK

CONCRETE WALL WITH #4 AT 10"

O.C. EACH WAY AT WALL CENTER

1'

- 0

" M

IN

LAP SLICE

TYP

LAP SPLICE

6" MIN

SLAB ON GRADE

SEE PLAN FOR THK

AND REINFORCING

3" CLR

STAIR OR SLAB

ON GRADE

#4 @ 12" OC

2" 8"

1'

- 0

" M

IN

SEE GENERAL NOTES FOR SUB-SLAB PREPARATION REQUIREMENTS.

PROVIDE CHAIRS OR

DOBIE BLOCKS TO

SUPPORT REINFORCING

VAPOR BARRIER

PER ARCH

(WHERE OCCURS)

SLAB ON GRADE, SEE

PLAN FOR THICKNESS

AND REINF

SINGLE LAYER REINF

2-LAYER REINF

VAPOR BARRIER

PER ARCH

(WHERE OCCURS)

'T'

'T'/3 CLR

(1-1/2" MIN)

1 1 /2"

CL

R

2" CL

R

PROVIDE CHAIRS OR

DOBIE BLOCKS TO

SUPPORT REINFORCING

SLAB ON GRADE, SEE

PLAN FOR THICKNESS

AND REINF

NOTES:

1.

3" CL

R

FACE REINF SEE SCHEDULE,

EQUALLY SPACED, UON

WHERE 'D' > 36" PROVIDE #4

@ 12" O.C. EACH FACE

2"TO GRADE BM

SEE PLAN

SLAB ON GRADE, WHERE

OCCURS, SEE PLAN FOR

THICKNESS AND REINFORCING

2"

3" CLR AGAINST EARTH

'W'

'D

GRADE BEAM SCHEDULE

MARK WIDTH

'W'

DEPTH

'D'

GB1 24" 30"

REINFORCING

TIES

TOP BOTTOM FACE

1.

NOTES:

ALL LONGITUDINAL REINFORCING SHALL BE CONTINUOUS THRU INTERSECTING FOOTINGS AND

PILE CAPS (WHERE OCCURS) UON.

(5) #6 (5) #6 #4 @ 12"

GB2 48" 30" (8) #7 (8) #7 (2) #5 EF #4 @ 12"

TIES SEE

SCHEDULE

8"

TOP REINF SEE SCHEDULE

BOT REINF SEE SCHEDULE

(2) #5 EF

WASHOUT SLAB

ELEVATION VARIES

10"

2-1/2" DIA STD PIPE

5/8" DIA HILTI KB-TZ W/

3-9/16" EMBED

1/2" STEEL BASE PLATE

3/16

24" DIA CONC PIER

1 1/2"TYP

ELEVATION

PLAN VIEW

FINISH

GRADE 4"

2'- 6"

CONDUIT

NOTE:

1. SEE ICT DWGS FOR LOCATION.

FOOTING, WHERE OCCURS

2" 2"

WIZARD BOX, SEE ICT DWG

6" HOOKS AT FOOTING,

WHERE OCCURS

(6) #5 EQUALLY SPACED

#3 HOOPS TIES

SCALE: NO SCALE

S4.01 stairs ramps walking surfaces

1½ m in

Note: X = tread depth

This Drawing Produced by the U.S. Access Board

SCALE: NO SCALE

S4.01

SCALE: NO SCALE

S4.01

NTSS4.01

2 CONCRETE STAIR ON GRADE

NTSS4.01

1 SLAB ON GRADE SECTION

Community Services Agency

Rancho Cordova, CA 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling Department of Waste

CONSTRUCTION DOCUMENTS

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

TYPICAL GRADE DETAILS

S4.01

NTSS4.01

10 GRADE BEAM SCHEDULE

NTSS4.01

5 WIZARD/SCOREBOARD CONC

PIER

FINISH GRADE,

PAVING, ETC, SEE

ARCHITECTURAL OR

CIVIL DRAWINGS

EXISTING UTILITY, SEE

CIVIL DRAWINGS FOR

SIZE AND LOCATION

FOOTING MAY VARY

CONTRACTOR TO LOCATE

BOTTOM OF FOOTING

ELEVATION TO AVOID

SURCHARGING EXISTING

SUBGRADE UTILITIES

BOTTOM OF FOOTING

1' - 6"

MIN

10'-0"

9"

FINISH GRADE, PAVING,

ETC, SEE ARCH OR

CIVIL DRAWINGS

SEE GENERAL NOTES AND

SOILS REPORT FOR BACKFILL

REQUIREMENTS, TYP

FOOTING

BOTTOM OF TRENCH

EXCAVATION SHALL NOT

EXTEND BELOW THIS LINE

NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION OPERATIONS

WITH BUILDING FOUNDATION REQUIREMENTS

TRENCH

EXCAVATION

TYP

6" 3'-

0"

9" MIN 9" MIN

DIAMETER "D" OF SLEEVE

"D" + 1'- 6"

PIPES THRU

STEM WALL

SLEEVES, 1" MIN CLR

ALL AROUND PIPES,

CONDUITS, DUCTS, ETC

WALL FOOTING, TYP

FOR PIPES IN THIS AREA

STEP FOOTING SO PIPES

PASS THRU STEM WALL

EXTEND FOOTING

AROUND SLEEVES

NOTES:

1. FOR PIPES 3'-0" OR LESS BELOW BOTTOM OF FOOTINGS PROVIDE SLEEVE AND CONCRETE AS

SHOWN. FOR PIPES MORE THAN 3'-0" USE STEPPED FOOTING TO STAY WITHIN 3'-0" LIMIT.

EXTEND FOOTING

AROUND SLEEVES

STANDARD HOOKFOOTING / GRADE BEAM

REBAR, TYP

LAP SPLICE

'Lts'

STANDARD HOOK AT

END OF GRADE

BEAM/ FOOTING PLAN

LAP SPLICE

'Lts'

STANDARD HOOK

FINISH GRADE/ PAVING,

SEE ARCH. DWGS. OR

CIVIL DWGS

SLAB ON GRADE,

SEE PLAN FOR SIZE AND

REINFORCING

COLD JOINT AT CONTRACTORS

OPTION, ROUGHEN AND CLEAN

SURFACE PRIOR TO CONCRETE

PLACEMENT

(2) #4 CONTINUOUS AT 12" OC,

TOP AND BOTTOM MIN

DOWELS TO MATCH

SLAB REINFORCEMENT

1'- 0"

3" C

LR

3"CLR

#4 STIRRUP @ 12" OC MAC FOR

DEPTH GREATER THAN 2'-0"

1'-0"

(3) #4 CONT

#4 @ 16" OC

8"

FINISH GRADE, PAVING

SEE CIVIL DWG

#4 @ 12" OC VERTICAL

#4 CONT. @12" OC

6"

8"

2" CLR FORMED,

FINISH GRADE, PAVING

SEE CIVIL

3'-8"

2" CLR

3" C

LR

3" CLR AGAINST EARTH

" M

AX

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Area Recovery Station Scale Installation Project

4450 Roseville Road North Highlands, CA 95660

Contract No. 4564

CONSTRUCTION DOCUMENTS

CIVIL ENGINEER

NTS

1 FTG PARALLEL TO (E) UTILITY

NTS

2 EXCAVATION PARALLEL TO FTG

NTSS4.02

10 EXCAVATION PERP. TO FOOTING

1/2" = 1'-0"

3 FTG REINF AT ENDS AND CORNERS

TYPICAL FOUNDATION

S4.02

DETAILS

NTS

4 DEEP EDGE OF SLAB ON GRADE

S4.02 S4.02 S4.02S4.02

NTSS4.02

11 RETAINING CURB

RAMP CURB

#4 DOWELS AT 16" O.C.

(1) #4 CONTINUOUS,

SEE NOTE 3

6"

1'-4"

EQ EQ

" M

AX

TO CONCRETE

3" M

IN

3/8" DIA HILTI KB-TZ W/ 2"

EMBED MIN @ 12" OC, TYP

(ESR=1917)

CONC PAD4" MAX

8" MIN

CONT CHKD PL 1/4",

FIELD MEASURE WIDTH

TRUCK SCALE

NOTE:

1. SCALES NOT SHOWN FOR CLARITY.

2. CUT SLOTS IN TRANSITION PLATE AS NEEDED TO

ACCOMMODATE SCALE SIGHT RAIL SUPPORTS

2" MIN

1" MAX GAP

1"x1" ANGLE IRON

8"

1'- 4"

BASE PLATE BY MFR

SCALE CENTER

SUPPORT PER MFR

3"

(2) 3/4" DIA. HILTI

KB-TZ SS304 W/

5-9/16" EMBED MIN

1'- 0"

1/4" x 3" x 3" ANGLE

SHEAR CONNECTOR STUD

1/2" DIA. x 4-1/8" L

4-1/8"

3/4" CLEARANCE

1/8"

BUMPER PLATES

NELSON STUDS, (2) 1/2"

x 6" LONG @ 6" OCEND BUMPER PLATE

1/2" x 3" x 8"

WALL COPING

NOTE:

1. SEE VENDORS DRAWINGS FOR BUMPER PLATE LOCATION.

DETAIL "C"

3/4" = 1'-0"S4.03

4 CONCRETE CURB

TYPICAL CONCRETE DETAILS

S4.03

3/4" = 1'-0"S4.03

5 SCALE TRANSITION PLATE

NTSS4.03

8 SCALE BASE PLATE

Coummunit…

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