100__CD_DRAWINGS_-_ATTACHMENT_1_FINAL_8152019.pdf

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Building remodel. Big Bear Discovery Center, Mountaintop Ranger District, San Bernardino National Forest, US Forest Service
Solicitation number
1291S819R0028
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100% CD DRAWINGS - ATTACHMENT 1 FINAL 8152019

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AS SHOWN

SBNF - MOUNTAINTOP RANGER DISTRICT OFFICE

SAN BERNARDINO NATIONAL FOREST

40971 NORTH SHORE DRIVE ( HWY 38 )

FAWNSKIN, CA 92333

100% CONSTRUCTION DOCUMENTS

111 SCRIPPS DRIVE, SACRAMENTO, CA. 95825

P. (916) 972-0131 F. (916) 481-1845

MFDB ARCHITECTS INC.

A R C H I T E C T S

AND BIG BEAR DISCOVERY CENTER CONSOLIDATION

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AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED.

AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

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AutoCAD SHX Text No. C 14739

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MFDB Architects, Inc.

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AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

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AutoCAD SHX Text

LANDSCAPE PLAN, ENLARGEMENTS

AutoCAD SHX Text L1.2

AutoCAD SHX Text

CONSTRUCTION DETAILS

AutoCAD SHX Text L1.3

AutoCAD SHX Text

CONSTRUCTION DETAILS (SIGNAGE)

AutoCAD SHX Text L1.4

AutoCAD SHX Text

GENERAL NOTES & ABBREVIATIONS

AutoCAD SHX Text S1.0

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text S1.1

AutoCAD SHX Text

TYPICAL DETAILS

AutoCAD SHX Text S1.3

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text S2.0

AutoCAD SHX Text P0.1

AutoCAD SHX Text P2.0

AutoCAD SHX Text P3.0

AutoCAD SHX Text

ELECTRICAL SHEET INDEX AND SYMBOLS LIST

AutoCAD SHX Text

FLOOR PLAN - DEMOLITION - LIGHTING

AutoCAD SHX Text

FLOOR PLAN - REMODEL - LIGHTING

AutoCAD SHX Text E2.1

AutoCAD SHX Text E3.0

AutoCAD SHX Text

FLOOR PLAN - DEMOLITION - ELECTRICAL

AutoCAD SHX Text

FLOOR PLAN - REMODEL - POWER

AutoCAD SHX Text E3.1

AutoCAD SHX Text

PARTIAL ONE-LINE POWER DIAGRAM

AutoCAD SHX Text E5.0

AutoCAD SHX Text

FIRE SPRINKLER

AutoCAD SHX Text

FS0.1

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text A1.1

AutoCAD SHX Text

EXTERIOR ELEVATIONS

AutoCAD SHX Text A5.2

AutoCAD SHX Text

BUILDING SECTIONS

AutoCAD SHX Text A6.2

AutoCAD SHX Text

NOTES, LEGENDS & ABBREVIATIONS

AutoCAD SHX Text M0.1

AutoCAD SHX Text

FLOOR PLAN - DEMOLITION

AutoCAD SHX Text M2.0

AutoCAD SHX Text

FLOOR PLAN - MECHANICAL

AutoCAD SHX Text

ZONING PLAN - MECHANICAL

AutoCAD SHX Text M2.2

AutoCAD SHX Text

MECHANICAL DETAILS

AutoCAD SHX Text M4.2

AutoCAD SHX Text

MECHANICAL DETAILS

AutoCAD SHX Text M2.1

AutoCAD SHX Text M4.1

AutoCAD SHX Text P2.1

AutoCAD SHX Text P3.1

AutoCAD SHX Text

NOTES, LEGENDS & SCHEDULES

AutoCAD SHX Text

FLOOR PLAN - DEMOLITION

AutoCAD SHX Text

FLOOR PLAN - PLUMBING

AutoCAD SHX Text E0.1

AutoCAD SHX Text E2.0

AutoCAD SHX Text

FURNITURE PLAN

AutoCAD SHX Text

ID1.1

AutoCAD SHX Text

FINISH PLAN

AutoCAD SHX Text

ID1.2

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

KASL ENGINEERS

AutoCAD SHX Text

7777 GREENBACK LANE, STE 104

AutoCAD SHX Text

CITRUS HEIGHTS, CA 95610

AutoCAD SHX Text

PH. (916) 722-1800

AutoCAD SHX Text

FAX (916) 722-4595

AutoCAD SHX Text Contact: JACK SCROGGS

AutoCAD SHX Text Email: jscroggs@kasl.com

AutoCAD SHX Text

LANDSCAPE

AutoCAD SHX Text

DESIGN TECH

AutoCAD SHX Text

5520 ELVAS AVE.

AutoCAD SHX Text

SACRAMENTO, CA 95819

AutoCAD SHX Text

PH. (916) 453-2888

AutoCAD SHX Text Contact: STEVE JONES

AutoCAD SHX Text Email: steve@designtech-ids.com

AutoCAD SHX Text

INTERIOR DESIGN

AutoCAD SHX Text

ROACH & CAMPBELL

AutoCAD SHX Text

111 SCRIPPS DRIVE

AutoCAD SHX Text

SACRAMENTO, CA 95825

AutoCAD SHX Text

PH. (916) 945-8003

AutoCAD SHX Text

FAX (916) 342-7119

AutoCAD SHX Text Contact: BILL ROACH

AutoCAD SHX Text Email: bill@roachcampbell.com

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

CYS STRUCTURAL ENGINEERS INC.

AutoCAD SHX Text

2495 NATOMAS PARK DR, STE 650

AutoCAD SHX Text

SACRAMENTO, CA 95833

AutoCAD SHX Text

PH. (916) 920-2020

AutoCAD SHX Text

FAX (916) 920-1556

AutoCAD SHX Text Contact: ART ROSS

AutoCAD SHX Text Email: artr@cyseng.com

AutoCAD SHX Text

MECHANICAL / PLUMBING

AutoCAD SHX Text

PETERS ENGINEERING

AutoCAD SHX Text

2411 ALHAMBRA BLVD, STE 100

AutoCAD SHX Text

SACRAMENTO, CA 95817

AutoCAD SHX Text

PH. (916) 447-2841

AutoCAD SHX Text Contact: DAVE HUHN

AutoCAD SHX Text Email: dhuhn@peterseng.com

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

M. NEILS ENGINEERING, INC.

AutoCAD SHX Text

100 HOWE AVE., SUITE 235 N

AutoCAD SHX Text

SACRAMENTO, CA 95825

AutoCAD SHX Text

PH. (916) 923-4400

AutoCAD SHX Text

FAX (916) 923-4410

AutoCAD SHX Text Contact: STUART LINDSAY

AutoCAD SHX Text Email: slindsay@mneilsengineering.com

AutoCAD SHX Text Contact: DAN DAMERON

AutoCAD SHX Text Email: Ddameron@mfdb.com

AutoCAD SHX Text

REFLECTED CEILING PLAN

AutoCAD SHX Text A8.1

AutoCAD SHX Text

FINISH SCHEDULE & LEGEND

AutoCAD SHX Text

ID1.3

AutoCAD SHX Text

EXPANDED VIEWS - DEMOLITION

AutoCAD SHX Text

EXPANDED VIEWS - PLUMBING

AutoCAD SHX Text

SITE PLAN - REMODEL - ELECTRICAL

AutoCAD SHX Text E1.1

AutoCAD SHX Text

CODE ANALYSIS AND OCCUPANCY DIAGRAM

AutoCAD SHX Text G0.4

AutoCAD SHX Text

EXITING PLAN

AutoCAD SHX Text G0.5

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text A2.1

AutoCAD SHX Text

DEMOLITION REFLECTED CEILING PLAN

AutoCAD SHX Text A8.0

AutoCAD SHX Text

DEMOLITION FLOOR PLAN

AutoCAD SHX Text A2.0

AutoCAD SHX Text

EXTERIOR ELEVATIONS

AutoCAD SHX Text A5.1

AutoCAD SHX Text

DOOR SCHEDULE AND WINDOW TYPES

AutoCAD SHX Text A4.1

AutoCAD SHX Text

BUILDING SECTIONS

AutoCAD SHX Text A6.1

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text A9.1

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text A7.1

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text A9.2

AutoCAD SHX Text

FURNITURE PLAN

AutoCAD SHX Text A2.2

AutoCAD SHX Text

ENLARGED FLOOR PLANS

AutoCAD SHX Text A3.1

AutoCAD SHX Text

WALL ELEVATIONS

AutoCAD SHX Text S3.0

AutoCAD SHX Text

WALL ELEVATIONS

AutoCAD SHX Text S3.1

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text S4.1

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text E6.0

AutoCAD SHX Text P6.1

AutoCAD SHX Text

PLUMBING DETAILS

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A10.1

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A10.2

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text D1.0

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text C2.0

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text C2.1

AutoCAD SHX Text

CIVIL DETAILS 2

AutoCAD SHX Text C2.2

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text

ID1.4

AutoCAD SHX Text

EROSION CONTROL PLAN

AutoCAD SHX Text C2.3

AutoCAD SHX Text

DOOR DETAILS

AutoCAD SHX Text A4.2

AutoCAD SHX Text

WINDOW DETAILS

AutoCAD SHX Text A4.3

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A10.3

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A10.4

AutoCAD SHX Text

CEILING DETAILS

AutoCAD SHX Text A8.2

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text A9.3

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text A9.4

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text A9.5

AutoCAD SHX Text

BUILDING SECTIONS

AutoCAD SHX Text A6.3

AutoCAD SHX Text

EROSION CONTROL DETAILS

AutoCAD SHX Text C2.4

AutoCAD SHX Text

SIGNAGE AND STRIPING PLAN

AutoCAD SHX Text C2.5

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text

ID1.5

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text S1.2

AutoCAD SHX Text

SITE PLAN - NEW FIBER TO FIRE STATION

AutoCAD SHX Text E1.2

AutoCAD SHX Text

LIGHTING SCHEDULE, SWITCHING DIAGRAMS

AutoCAD SHX Text E2.2

AutoCAD SHX Text

FLOOR PLAN - REMODEL - LOW VOLTAGE

AutoCAD SHX Text E4.1

AutoCAD SHX Text

ELECTRICAL PANEL SCHEDULES

AutoCAD SHX Text E5.1

AutoCAD SHX Text

TITLE 24 INDOOR LIGHTING

AutoCAD SHX Text E7.0

AutoCAD SHX Text

COMPLIANCE DOCUMENTS

AutoCAD SHX Text

AND PHOTOMETRICS

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text A9.6

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A10.5

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A10.6

AutoCAD SHX Text

TYPICAL DETAILS

AutoCAD SHX Text S1.4

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text S3.2

AutoCAD SHX Text

DETAILS

S4.0

NTS

NTS

NTS

LOCATION MAP

NTS

CALIFORNIA

NN

NN

NN

SAN BERNARDINO COUNTY

DISCOVERY CENTER

BIG BEAR

DISCOVERY CENTER

BIG BEAR

DISCOVERY CENTER

BIG BEAR

BIG BEAR DISCOVERY CENTER

TO BE DEMOLISHED

OFF-SITE PORTABLES

G0.3

P R

O J E

C T M

A P

S

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

REGIONAL ENGINEER

DATE

RECOMMEND

CHECKED BY

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

STAFF OFFICER

Fax (916) 722-4595

Tel. (916) 722-1800

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

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No. 26388

CIVIL

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1 8/14/19 Rev. 1

EXIT WIDTH:

REQUIRED

82 x 0.2 = 16.4"

72" DOOR

PROVIDES > 16.4" CLR

721 SF

100 G

1,048 SF

15 N

308 SF

30 N

48 SF

300 G

3,087 SF

100 G

138 SF

100 G

169 SF

100 G

569 SF

100 G

108 SF

300 G

324 SF

15 N

87 SF

200 G

187SF

300 G

1,436 SF

30 N

1,204 SF

30 N

176 SF

100 G

90 SF

300 G

37 SF

300 G

32 SF

300 G

58 SF

300 G

50 SF

300 G

24 SF

300 G

611 SF

15 N

253 SF

100 G

97 SF

50 G

EXIT WIDTH:

REQUIRED

75 x 0.2 = 15"

72" DOOR

PROVIDES > 15" CLR

EXIT WIDTH:

REQUIRED

37 x 0.2 = 7.4"

72" DOOR

PROVIDES > 7.4" CLR

EXIT WIDTH:

REQUIRED

38 x 0.2 = 7.6"

36" DOOR

PROVIDES > 7.6" CLR

37 SF

300 G

87 SF

15 N

378 SF

300 G

100 SF

15 N

244 SF

15 N

101 SF

15 N

66 SF

200 G

222 SF

100 G

EXIT WIDTH:

REQUIRED

8 x 0.2 = 1.6"

36" DOOR

PROVIDES > 1.6" CLR

BREAK

ROOM

YARD

STORAGE

LOCKERS

MENS

FOCUS /

LACTATION

COPY /

MAIL

LEO

HIGH DENSITY

STORAGE

D.R.

OPEN

WORKSPACE

SMALL MTG

ROOM

ADMIN.

JAN.

FOCUS

WOMENS

STOR.

PARTNERS &

VOLS

MOUNTAIN

GALLERY

GIFT SHOP

FOCUS

OPEN

WORKSPACE

HALLWAY

VESTIBULE

VESTIBULE

FOOD PREP.

AREA

STORAGE

INFORMATION

DESK

EXIT WIDTH:

REQUIRED

7 x 0.2 = 1.4"

40" DOOR

PROVIDES > 1.4" CLR

STAFF BREAK

PATIO

EXIT WIDTH:

REQUIRED

29 x 0.2 = 5.8"

72" DOOR

PROVIDES > 5.8" CLR

EXIT WIDTH:

REQUIRED

22 x 0.2 = 4.4"

36" DOOR

PROVIDES > 4.4" CLR

RESOURCE &

EDUCATION

CENTER

FIRE

RISER /

ELEC.

ROOM

KITCHEN

WELCOME

WALK

VEST.

#2

WOMENS

TOILET

MENS

TOILET

SWITCH

GEAR

PV

EQUIPMENT

J.C.

STORAGE

STORAGE

STORAGE

VEST.

#1

STORAGE

STORAGE

SHEET OF

DRAWING

TASK ORDER

CHECKED BY

SCALE

DATE

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DRAWN BY

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DATE

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CHECKED BY

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ENGINEERING

DATE

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DATE

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0%

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8/14/19 Rev. 1

111 SCRIPPS DRIVE

SACRAMENTO, CA 95825

P. (916) 972-0131 F. (916) 481-1845

MFDB Architects, Inc.

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1/8" = 1'-0"

SCALE: 1/8" = 1'-0"

EXITING PLAN

LEGEND

AutoCAD SHX Text

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AutoCAD SHX Text Version 2.0 12/19/01, FILE: USFS-Dsize(24x36).dwg

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DANIEL E.

AutoCAD SHX Text

DAMERON

AutoCAD SHX Text No. C 14739

AutoCAD SHX Text

REN. 07-31-21

AutoCAD SHX Text

AREA

AutoCAD SHX Text

LOAD FACTOR

AutoCAD SHX Text

OCCUPANT LOAD

AutoCAD SHX Text

OCCUPANT LOAD EXITING

CUMULATIVE OCCUPANT LOAD EXITING

S

D

8"SD

S

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EXISTING STREET LIGHT

ENCLOSURE

EXISTING TRASH

AREA

FLEET PARKING

1-STALL

LEO PARKING

W/REMOVABLE BOLLARDS

ACCESS TO DISCOVERY CENTER

C1.0

N

0' 20' 80'40'

SCALE 1"=40'

RACK AREA

EXISTING BIKE

SHEET C1.2

SEE GRADING PLAN

SHEET C2.0

SEE GRADING PLAN

PER DETAIL 3 SHEET C2.2

AUTOMATED SWING GATE

STORAGE

EXISTING EXTERIOR

5' WIDE WALKWAY

LOADING- 2 STALLS

FS PULL IN

BASE BID ITEMSADDITIVE BID ITEMS

LEGEND

NOTES:

2.

1.

FIELD VERIFIED.

AREAS SHOWN ON PLAN ARE REPRESENTATIVE AND SHALL BE

FULL DEPTH PAVEMENT REMOVAL TO BE FIELD DETERMINED.

LINEAL FEET FOR BIDDING PURPOSES

CRACK SEAL FOR EXISTING PAVEMENT ESTIMATED TO BE 2,000

STORM DRAIN IMPROVEMENTS

CONCRETE V-GUTTERS

RV PAVEMENT AND STRIPING

HILLSIDE EXCAVATION

NEW STRIPING

FLEET PARKING RESTRIPING

AUTOMATED SWING GATE

REPAIR

CRACK SEAL AND FULL DEPTH

SLURRY SEAL (REQUIRED FOR STRIPING)

NEW STRIPING IMPROVEMENTS

RESTRIPING OF EXISTING PARKING AREA

PROPOSED DIRECTION OF TRAVEL

EXISTING DIRECTION OF TRAVEL

REPLACE SEE NOTE 2.

FULL DEPTH PAVEMENT REMOVE AND

PAVEMENT SLURRY SEAL

NEW ASPHALT PAVEMENT AREA

5' WIDE CONCRETE WALKWAY

EXISTING CONTOUR LINE

EXISTING SLOPE

TOP OF SLOPE (2:1 TYPICAL)

8/14/19

5 FOOT WIDE CONCRETE WALKWAY

AND REMOVABLE BOLLARDS

FOREST SERVICE & LAW ENFORCEMENT PARKING STALLS

ACCESSIBLE PARKING STALL IMPROVEMENTS

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

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DRAWN BY

A/E

F O

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P R

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DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

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FOTNEMTR

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TLUCIRGA

TASK ORDER

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07/11/19

R E G

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PROFESSIONAL ENG

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STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

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HIGHWAY 38

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CLinsao Snapshot x x x x x x x x x x x x x x x x x x

6844x23 x x x x x x x x x x x x x x x x x x

1x6 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

24" PINE

#91

15" PINE

17" PINE

9" PINE

19" PINE

13" PINE

9" SHADE

16" PINE

8" PINE

7" PINE

9" PINE

6" SHADE

14" PINE

7" PINE

7" PINE

6" PINE

8" PINE

6" PINE

9" PINE

7" PINE

11" SHADE

6" PINE

10" PINE

20" PINE

15" PINE #92

30" PINE

9" PINE

9" PINE #93

7" PINE

12" PINE11" PINE

8" PINE

7" PINE

6" PINE

9" PINE

6" PINE

14" PINE #101

10" PINE #98

12" PINE #97

12" PINE #94

18" PINE #108

7" PINE

16"-10" PINE

6" PINE

7" PINE

16" PINE

9" PINE

20" PINE

14" PINE

14" PINE #91

11" PINE #100

15" PINE

14" PINE

8" PINE18" PINE

11" PINE

15" PINE

6" PINE

16" PINE

10" PINE

6" PINE

7"-8" SHADE

6" PINE

9" PINE

12" PINE

10" PINE

6" PINE

6" PINE

6" PINE

7" PINE

7" PINE

10" PINE

30" PINE

8" PINE

18" PINE

8" PINE

10" PINE

7" PINE

12" PINE

7" PINE

11" PINE #96

6" PINE

11" PINE #95

7' PINE

8" PINE

10"-12" PINE

11" PINE

10" PINE

9" PINE

13" PINE

7" PINE

8" PINE

10" PINE

7" PINE

11" PINE

9' PINE

8' PINE

12" PINE

9" PINE

11' PINE

#105

14" PINE

BIKE PATH

9" PINE

CLUSTER

MULTI-TRUNK

7" PINE

CROSSING

PEDESTRIAN

CAUTION

8" PINE

8" PINE

8" PINE

12"-9" PINE

8"-12" PINE

6"-10" PINE

20",7", & 18" PINE

12" PINE

24" PINE

24" PINE

6" PINE

10" PINE

16"X2 PINE

16" PINE

15" PINE

6" PINE

12",10", & 8" PINE

D

IR

T

R

A

IL

D

A

IL

3' WOOD

10" SHADE

7" PINE &

52" PINE

6" PINE

8" PINE

5",11", & 9" PINE

12" PINE

10" PINE 11" PINE

16" PINE

14" PINE

8" PINE

10" PINE

8" PINE

P

IN

E

9" PINE

6"-10" PINE

10" PINE

14" PINE

11" PINE

10" PINE

9" PINE

8" PINE

17" PINE

40" STUMP

FL 3" PVC

FL 3" PVC

AC HDCP RAMP

5"-8" PINE

13"-15" PINE

11"-10" PINE

7"-5" PINE

9"-6" PINE

TRAIL

CROSSING

PEDESTRAIN

CAUTION

AC PATH

20" PINE

PARKING

BUS, RV,

16" PINE

8" PINE

10" PINE

36" PINE

9" PINE

7" PINE

26" PINE

PINE

7"-5"-8"

18" PINE

11" PINE

9" PINE

3' WOOD

3' WOOD

P

IN

E

9" PINE

10" PINE #80

NATURE DISPLAY

CENTER

DISCOVERY

WELCOME TO

TRAIL

ELEC

T R

A

IL

D

IRRIGATION

AMPHITHEATER

PARKING

HDCP

CAN

TRASH

ENCLOUSER

CMU TRASH

SSMH

B A

R R

A C

K S

T R

A I L

E R

M A I N

O

F I C

E

T R

A I L

E R

P I C

,3

C

G A

M

T E

R P I C

M E

T

B E

V

L L

Y

L

E C

T R I C P I C

M E

T

B E

L L

E C

T R I C

P I C

S T

A T I O

N M

E T

W

T

B E

L L

E C

T R I C

P I C

B

D G

M E

T

B E

L L

E C

T R I C

P I C

M E

T

R

E M

O V

E

B E

L L

E C

T R I C

H

H

F I C

E

P I C

D G

M E

T

B E

L L

E C

T R I C

S E

W

A T I

B E

L L

E C

T R I C

C O

M M

B U I L

D I N

G

SWING GATE

GATE

SWING

STOP

HOLDER

GATE

SWING

HOLDER

GATE

SWING

HIGHWAY 38

IG

N G

A T

IO

D

HIGHWAY 38

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

U N

IT

E D S

T A

T E

S G

O V

E R

N M

E N

T

F O

R O

F F

IC

IA

L U

S E O

N L

Y

P R

O P

E R

T Y O

F

S B

N F M

O U

N T

A

IN

T O

P R

A N

G E

R D

IS

T R

IC

T O

F F

IC

E

A N

D B

IG

B

E A

R D

IS

C O

V E

R Y C

E N

T E

R C

O N

S O

L

ID

A T

IO

N

1291S8-19-F0026

V e r s io n

F S

D s iz e x .d w g

SHEET OF

DRAWING

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

F O

R E

S T

D R

A W

IN

G

P R

O J E

C T

N A

M E

N A

M E

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

F CIVRE

E

E

FOTNEMTR

A P

E

R U

TLUCIRGA

TASK ORDER

S A

N B

E R

N A

R D

IN

O N

A T

IO

N A

L F

O R

E S

T

07/11/19

R E G

IS

TE

RE

D

PROFESSIONAL ENG

IN

EE

R

STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

J O

H

N

C.SCRO

G G

S

C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

1 8/14/19 Rev. 1

D1.0

N

0'

LEGEND

20'10' 40'

SCALE 1"=20'

D E

M O

L

IT

IO

N P

L A

N

WALKWAY AND EMPLOYEE LOADING/UNLOADING AREA DEMOLITION PLAN

10" PINE

10" PINE

BOULDER TO BE RELOCATED OUT OF WALKWAY

CONCRETE/ASPHALT TO BE REMOVED

TREE TO BE REMOVED

TREE TO REMAIN

PROPOSED CONTOUR LINE

EXISTING CONTOUR LINE

EXISTING SLOPE

TOP OF SLOPE (2:1 TYPICAL)

SIGNS

REMOVE EXISTING

N

0' 20'10' 40'

SCALE 1"=20'

N

TO BE DEMOLISHED

TWO PORTABLES

0' 60'30' 120'

SCALE 1"=60'

NO. 2013

TRAILER

NO. 2001

TRAILER

(SEE SHEET G0.3 FOR LOCATION RELATIVE TO DISCOVERY CENTER)

C E

N T

E R

D

IS

C O

V E

R Y

IG

A R

POSTS & GATES

REMOVE EXISTING

POSTS & GATES

REMOVE EXISTING

POSTS & GATES

REMOVE EXISTINGN

0' 20'10'

SCALE 1"=20'

EXISTING SWING GATE DEMOLITION (BID ADDITIVE)

RECREATIONAL VEHICLE AREA DEMOLITION PLAN (BID ADDITIVE)

OFF-SITE DEMOLITION (BID ADDITIVE)

FENCE

REMOVE EXISTING

x x x x x x x x x x

6832x40 x x x x37

6838x62 x x

6838x x x x x x x x x x x x x x x x x x x x x x x

6836x71

8x2 x x x x

6836x96 x

6836x55 x x

6837x07

6837x 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 x x x

6842x47 x x

6841x77

6841x09

6840x61

6840x21 x x x

6839x52 x x x x x x x x x x x x x x

6836x19 6835x39

6836x27

6834x81

6834x03 6834x93 x x x x x x x x x

6834x03 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

6842x37 x x x x x x x x x x x x x x x x x x x x x

9x8 x x x x x x5 x x x x3 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

6852x59 x x

8x5 x x

6846x18 x

24" PINE

#91

15" PINE

17" PINE

9" PINE

19" PINE

13" PINE

9" SHADE

16" PINE

8" PINE

7" PINE

9" PINE

6" SHADE

14" PINE

7" PINE

7" PINE

6" PINE

7" PINE

9" PINE

10" PINE

7" PINE

8" PINE

8" PINE

11" PINE

6" PINE

8" PINE

30" PINE

14" PINE #101

18" PINE #108

10"-8" SHADE

16"-10" PINE

16" PINE

9" PINE

20" PINE

14" PINE

11" PINE #100

15" PINE

14" PINE

11" PINE

6" PINE

16" PINE

10" PINE

6" PINE

7"-8" SHADE

6" PINE

9" PINE

12" PINE

10" PINE

6" PINE

6" PINE

6" PINE

7" PINE

7" PINE

10" PINE

30" PINE

8" PINE

18" PINE

8" PINE

10" PINE

7" PINE

12" PINE

8" PINE

10" PINE

7" PINE

11" PINE

9" PINE

11' PINE

#105

14" PINE

BIKE PATH

EXIT

CLUSTER

MULTI-TRUNK

CROSSING

PEDESTRIAN

CAUTION

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 x63

6828x88 x x x x x x0 x x x x x x x x x x

6830x28 x88 x x x x x x x x x x x x x x

6830x136829x41

6829x62 x x x x x x x x x x x x x x x x x x x x x x x

6831x65 6832x11

6831x64 x x x x x x x x

6832x99 x x x x x x x x x x x x

6833x51 x x

6833x36 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 x x x x x

6830x00 x x

6839x60 x6 x x x x x x x x x x x x x x x x x x x x

6841x10 6841x31 x x x x x x x x

6838x28 6838x27

6837x82

6837x62 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

6837x53 x x

6837x01 x x x x x x x x x x 2 6 x x x x x x x x x x x x

5x8 x x x x x x x x x x x x x 3 6 x x x x x 6 6 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

7" PINE

6" PINE

6" PINE

6" PINE

9" PINE

9" PINE

10" PINE 6" PINE

10" PINE

12" PINE

8" PINE

21" PINE

8" PINE

8" PINE

8" PINE

12"-9" PINE

8"-12" PINE

6"-10" PINE

20",7", & 18" PINE

12" PINE

24" PINE

24" PINE

6" PINE

10" PINE

16"X2 PINE

16" PINE

15" PINE

6" PINE

12",10", & 8" PINE

D

A

IL

D

A

IL

3' WOOD

3' WOOD

10" SHADE

7" PINE &

52" PINE

6" PINE

8" PINE

5",11", & 9" PINE

12" PINE

10" PINE 11" PINE

16" PINE

14" PINE

8" PINE

10" PINE

8" PINE

P

IN

E

9" PINE

6"-10" PINE

10" PINE

14" PINE

11" PINE

10" PINE

9" PINE

10" PINE

9" PINE

8" PINE

17" PINE

11" PINE

40" STUMP

5"-8" PINE

13"-15" PINE

11"-10" PINE

7"-5" PINE

9"-6" PINE

TRAIL

CROSSING

PEDESTRAIN

CAUTION

AC PATH

20" PINE

PARKING

BUS, RV,

16" PINE

8" PINE

10" PINE

36" PINE

9" PINE

7" PINE

26" PINE

PINE

7"-5"-8"

18" PINE

11" PINE

9" PINE

3' WOOD

3' WOOD

P

IN

E

9" PINE

10" PINE #80

NATURE DISPLAY

CENTER

DISCOVERY

WELCOME TO

TRAIL

ELEC

T R

A

IL

D

IRRIGATION

AMPHITHEATER

CAN

TRASH

ENCLOUSER

CMU TRASH

SSMH

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

U N

IT

E D S

T A

T E

S G

O V

E R

N M

E N

T

F O

R O

F F

IC

IA

L U

S E O

N L

Y

P R

O P

E R

T Y O

F

S B

N F M

O U

N T

A

IN

T O

P R

A N

G E

R D

IS

T R

IC

T O

F F

IC

E

A N

D B

IG

B

E A

R D

IS

C O

V E

R Y C

E N

T E

R C

O N

S O

L

ID

A T

IO

N

1291S8-19-F0026

V e r s io n

F S

D s iz e x .d w g

SHEET OF

DRAWING

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

F O

R E

S T

D R

A W

IN

G

P R

O J E

C T

N A

M E

N A

M E

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

F CIVRE

E

E

FOTNEMTR

A P

E

R U

TLUCIRGA

TASK ORDER

S A

N B

E R

N A

R D

IN

O N

A T

IO

N A

L F

O R

E S

T

07/11/19

R E G

IS

TE

RE

D

PROFESSIONAL ENG

IN

EE

R

STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

J O

H

N

C.SCRO

G G

S

C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

1 8/14/19 Rev. 1

R

R

CC

CCCC

C2.0

N

0'

LEGEND

:1

G R

A D

IN

G P

L A

N

6841.73

FG=

6840.33

FG=

6840.00

FG=

6841.96

FG=

6837.29

FG=

6836.25

FG=

6840.70

FG=

.2

6839.15

FG=

20'10' 40'

SCALE 1"=20'

6839.50

FG=

LIGHT

PROTECT (E) STREET

6837.50

FG=

S .0

OF WALK

FENCE TO BACK

RELOCATE (E)

TO REMAIN

(E) TRASH ENCLOSURE

6836.45

FG=

6835.10

FG=

6834.47

FG=

6833.96

FG=

6833.48

FG=

6832.99

FG=

6832.23

FG=

6831.64

FG=

6830.18

FG=

6829.65

FG=6830.02

FG=

6829.36

FG=

6829.45

FG=

6828.82

FG=

EP

6830.2±

EP

6828.9±

EP

6829.7±

6829.1

FG=

6829.4

FG=

6828.80

FG= 20.2'

6834.47

FG=

EP

6830.2±

C2.1

C2.1

PER DETAIL

VERTICAL CURB

C2.1

C2.1

STOP PER DETAIL

6' LONG WHEEL

V-GUTTER

PROTECT (E) CONCRETE

WALKWAY AND EMPLOYEE LOADING/UNLOADING AREA GRADING PLAN

A-A C2.1

(2)

(1)

(1)

(1)

EARTHWORK QUANTITY TABLE

CU YDS

(2)

IMPORT/EXPORT CONDITION

ON SITE EMBANKMENT

EXCAVATION

AND PROJECT COSTS.

FOR DEVELOPING THEIR OWN QUANTITIES FOR BIDDING

ARE NON-BINDING. THE CONTRACTOR IS RESPONSIBLE

ESTIMATED QUANTITIES ARE FOR INFORMATION ONLY AND

2,900 (EXPORT)

2,900

QUANTITIES ARE RAW NUMBERS NO SHRINKAGE IS ASSUMED

6829.73

FG=

6829.65

FG=

6829.38

FG=

6829.30

FG=

6828.83

FG=

6828.34

FG=

6828.26

FG=

6828.38

FG=

6828.53

FG=

6828.64

FG=

.0

.0

30.0'

.0

40.0'

8.0'

5.0'

.0

.9

6840.50

FG=

.0

DRAINAGE NOTES:

2 3

PER DETAIL

CONCRETE V-GUTTER

PAVEMENT FLOW ARROW

RIDGE LINE

EXISTING GRADE

NEW FINISH GRADE ELEVATION

NEW ASPHALT PAVEMENT AREA

5' WIDE CONCRETE WALKWAY

PROPOSED CONTOUR LINE

EXISTING CONTOUR LINE

EXISTING SLOPE

TOP OF SLOPE (2:1 TYPICAL)

R

V-GUTTER PER DETAIL

DEEPENED CONCRETE

RECREATIONAL VEHICLE AREA GRADING PLAN (BID ADDITIVE)

1.

.7

.8

1.

.4

1.1'

.4

C2.1

C2.1

C2.2

C2.2

6839.86

FG=

6839.19

FG=

C2.1

C2.1

PER DETAIL

RIP RAP PROTECTION

(RCP CLASS IV), S=2.75

40 LF OF 12" SD PIPE

12" INV=6835.4

12" INV=6836.5

(RCP CLASS IV), S=0.005

95 LF OF 12" SD PIPE

(RCP CLASS IV(, S=0.005

48 LF OF 12" SD PIPE

INV=6836.04'

FLARED END PER DETAIL

RIM=6839.40, 12"INV=6836.40

24"X24" DROP INLET PER DETAIL

RIM=6840.00, 12"INV=6837.00

24"X24" DROP INLET PER DETAIL

C2.2

4PER DETAIL

BOLLARDS

3-REMOVABLE

12"SD

S

D

68606860

0+00 1+00 1+14

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

U N

IT

E D S

T A

T E

S G

O V

E R

N M

E N

T

F O

R O

F F

IC

IA

L U

S E O

N L

Y

P R

O P

E R

T Y O

F

S B

N F M

O U

N T

A

IN

T O

P R

A N

G E

R D

IS

T R

IC

T O

F F

IC

E

A N

D B

IG

B

E A

R D

IS

C O

V E

R Y C

E N

T E

R C

O N

S O

L

ID

A T

IO

N

1291S8-19-F0026

V e r s io n

F S

D s iz e x .d w g

SHEET OF

DRAWING

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

F O

R E

S T

D R

A W

IN

G

P R

O J E

C T

N A

M E

N A

M E

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

F CIVRE

E

E

FOTNEMTR

A P

E

R U

TLUCIRGA

TASK ORDER

S A

N B

E R

N A

R D

IN

O N

A T

IO

N A

L F

O R

E S

T

07/11/19

R E G

IS

TE

RE

D

PROFESSIONAL ENG

IN

EE

R

STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

J O

H

N

C.SCRO

G G

S

C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

1 8/14/19 Rev. 1

NO SCALE -

2CONCRETE WALKWAY

S=2% MAX

5' WIDE WALKWAY

X X X X

SHOWN OTHERWISE.

WALKWAY LONGITUDINAL SLOPE SHALL NOT EXCEED 5% UNLESS1.

NOTES:

NO SCALE

STANDARD AC PAVEMENT SECTION

NO SCALE

VERTICAL CURB DETAIL

3"

3"

#5 CONT.

C

IV

IL

D

E T

A

IL

S

C2.1

N.T.S.

(TYPICAL)

A

A

SECTION A-A

CL

56' WHEEL STOP

N.T.S.

SECTION A-A

A-A

:1

6'

8"

SEE NOTE 2

SEE NOTE 1

STRIPES (TYPICAL)

4" WIDE WHITE

TYPICAL

CENTER

3' -0" ON

2.

1.

DIRECTION

MAXIMUM SLOPE IN ANY

STRIPED AREA SHALL BE 2%

PARKING SPACE AND CROSS

BE WHITE.

OR EQUAL. COLOR SHALL

CLASS A TRAFFIC PAINT

SHALL BE FS TT-P-115,

ALL PAVEMENT MARKINGS

NOTES:

9.0'MIN

NON-ADA

9.0'TYP

AREA

UNOBSTRUCTED

2' MINIMUM

AND WHITE

PAINTED BLUE

4'-5" BY 4'-5"

AISLE BORDER PAINTED BLUE.

LOADING & UNLOADING ACCESS

HIGH MIN. WHITE LETTERS

"NO PARKING" PAINTED IN 12"

WHEEL STOP

ACCESSIBLE PARKING STALL

8'-0" MIN. AT VAN

8'

PARKING

NO

SLOPE

ACCESSIBLE

VAN

FOOTING

CONCRETE

6"

DIAMETER

R99

R7-8B

NO SCALE -

10TYP. ACCESSIBLE PARKING SPACE DETAIL

NO SCALE -

11SIGNAGE DETAIL

TYP. HANDICAP

POST

GALVANIZED STEEL

2" O.D.

9.0'MIN

SEE NOTE 2

EXISTING PEDESTRIAN ROUTE

R7-8B WHERE INDICATED

"VAN ACCESSIBLE" SIGN

"NO PARKING" SIGN R99 WITH

NO SCALE

NOTE:

6"

3"

36"±

1.5"

NO SCALE -

6CONCRETE V-GUTTER

AND SCORE LINES AT 10' (MAX) INTERVALS.

EXPANSION JOINTS SHALL BE PROVIDED AT 40' (MAX) INTERVALS 1.

6" CLASS 2 A.B.

NO SCALE

DEEPENED CONCRETE V-GUTTER

8" CLASS 2 A.B.

NO SCALE -

95% COMPACTION

3/4" A.B. @

4"

LANDSCAPING

FOR TOPSOIL REQUIRMENTS.

SEE LANDSCAPE PLANS

MIN=OD+16"

95% COMPACTION)

COMPACTION (UPPER 12" @

MAXIMUM 6" LIFTS @ 90%

NATIVE MATERIAL, PLACED IN

B OR C

ROCK TYPE

CLEAN CRUSHED

NO SCALE -

9STORM DRAIN TRENCH

PAVEMENT SECTION

VARIES MATCH

95% COMPACTION

CLASS 2 A.B. @

CONSTRUCTION PURPOSES.

THE TRENCH WIDTH ABOVE THE PIPE MAY BE INCREASED FOR2.

PIPE BELL.

MINIMUM DEPTH OF BEDDING MATERIAL SHALL BE 1 •" BELOW THE1.

NOTE:

24" X 24" DROP INLET

CEMENT CONCRETE (PCC)

CLASS B PORTLAND

(OPTIONAL)

DIRECTLY INTO BOX

FRAME MAY BE CAST

MODEL SG2424-DIT

JENSEN FRAME AND GRATE

MODEL DI242436

JENSEN PRECAST

(TYP. 4 PLACES)

REQUIRED.

SLEDGE OUT AS

WALL KNOCKOUTS.

18"x31" THIN

6"

ASPHALT DIKE

1.5' 1.5'

10" 4"

R

2'-10"2'-10"

" 24"

V-GUTTER

DEEPENED

4" CONC. WALK

4X4-W2.9XW2.9

COMPACTED TO 95%

6" CLASS 2 A.B.

COMPACTED TO 90%.

SUBGRADE TOP 6"

TO 90% MAX. DRY DENSITY

DENSITY OVER SUGRADE COMPACTED

COMPACTED TO 95% MAXIMUM DRY

3.5" A.C. OVER 6" OF CLASS 2 A.B.

TO INSURE UNIFORM DENSITY

PROOF ROLL SUBGRADE

COMPACTED TO 90%.

SUBGRADE TOP 6"

S-72

MODEL

PRECAST

JENSEN

14" LONG

ANCHOR PINS,

USE #4 BAR

BAR, TYP.

3 REINFORCING

6" THICK CLASS 2 A.B.

SHEET

SECTION THIS

SEE PAVEMENT

EXSITING GRADE

PROPOSED PAVEMENT

AISLE

EXSITING DRIVE

2% MIN2% MIN

EA. END

THROUGH

HOLE,

3/4" DIA.

CEMENT CONCRETE (PCC)

CLASS B PORTLAND

WITH WIRE TIES AT 3' CONTERS

USE 3" DOBIES (REBAR SPACERS)

#5 REBAR GRADE 60 CONTINUOUS

(BID ADDITIVE)

(BID ADDITIVE)

(BID ADDITIVE)

(BID ADDITIVE)

(BID ADDITIVE)(BID ADDITIVE) (BID ADDITIVE)

6"

5" 3"3"

3"

7"

PIPE CLASS IV

REINFORCED CONCRETE

APPROVED

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

U N

IT

E D S

T A

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S G

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F O

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T O

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V e r s io n

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SHEET OF

DRAWING

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

F O

R E

S T

D R

A W

IN

G

P R

O J E

C T

N A

M E

N A

M E

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

F CIVRE

E

E

FOTNEMTR

A P

E

R U

TLUCIRGA

TASK ORDER

S A

N B

E R

N A

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IN

O N

A T

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O R

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T

07/11/19

R E G

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PROFESSIONAL ENG

IN

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R

STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

J O

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C.SCRO

G G

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1 8/14/19 Rev. 1

C2.2

4'-0"

6'-0"

P.C.C. FOOTING

36" DIAMETER

4'-0"

18'-0" 2'-0" 2'-0" 18'-0"

LATCH

LOCKABLE

8" O.D.

GATE POST

8" O.D.

GATE POST

3" O.D.

GATE FRAME

3" O.D.

GATE FRAME

NO SCALE -

3PIPE GATE DETAIL

B

SEE NOTE

FLATTER

2:1 OR

NO SCALE

FLARED END SECTION

3'-6"

18"

SLOPE VARIES

GRADE

FINISH

GEOTEXTILE

N.T.S. -

2RIPRAP AT CULVERT OUTLETS

PLAN VIEW

SECTION A-A

AA

12" SD PIPE

PER DETAIL

FLARED END SECTION

C2.1

RIP RAP D50=6"

L=6'-0"

C

IV

IL

D

E T

A

IL

S

4'-0"

P.C.C. FOOTING

36" DIAMETER

8" O.D.

GATE POST

SEE NOTE 4

1 HP SWING GATE OPERATOR MODEL CSW200UL LIFTMASTER OR EQUAL4.

LOCKABLE LATCH AND REQUIRED SIGNS TO BE PROVIDED BY USFS.3.

(2 COATS) COLOR WHITE.

ALL EXPOSED PIPING SHALL BE PRIMED (1 COAT) AND PAINTED WHITE2.

GALVANIZED STEEL PIPE.

GATE FRAME SHALL BE CONSTRUCTED WITH 3" OUTSIDE DIAMTER1.

NOTES:

SEE NOTE 4

4'-0"

D

IA

B B

E

P

IP

E B

B

8"

A

3"

B

B

"C" DIMENSION VARIES BY MANUFACTURER

DIA

TONGUE END ON INLET SECTION

GROOVE END ON OUTLET SECTION

CONSTRUCT PCC

CUTOFF WALL

LIMIT OF PAYMENT

FOR PIPE

END VIEW

PLAN

B

SECTION B-B

DC

SLOPE

1.

MINIMUM DIMENSIONS

1'-10" 2'-0"12"

18"

4"

9"

1•"

1ƒ"

A

PIPE

B C D

2'-1" 3'-0"

SLOPEE

NOTES:

(BID ADDITIVE)

(BID ADDITIVE)

(BID ADDITIVE)

6'-0"

P.C.C. FOOTING

36" DIAMETER

TAPE

REFLECTIVE RED

NO SCALE

REMOVABLE BOLLARD

APPROVED

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

U N

IT

E D S

T A

T E

S G

O V

E R

N M

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T

F O

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F F

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N L

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P R

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T Y O

F

S B

N F M

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A

IN

T O

P R

A N

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T R

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1291S8-19-F0026

V e r s io n

F S

D s iz e x .d w g

SHEET OF

DRAWING

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

F O

R E

S T

D R

A W

IN

G

P R

O J E

C T

N A

M E

N A

M E

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

F CIVRE

E

E

FOTNEMTR

A P

E

R U

TLUCIRGA

TASK ORDER

S A

N B

E R

N A

R D

IN

O N

A T

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N A

L F

O R

E S

T

07/11/19

R E G

IS

TE

RE

D

PROFESSIONAL ENG

IN

EE

R

STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

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1 8/14/19 Rev. 1

CW

CC

CCCC

C2.3

N

0' 20'10' 40'

SCALE 1"=20'

E R

S

IO

N C

O N

T R

O L P

L A

N

LEGEND

CW CONCRETE WASTE MANAGEMENT

PROTECTION BAG PER DETAIL

STORM DRAIN INLET FILTER

ENTRANCE/EXIT PER DETAIL

STABILIZED CONSTRUCTION

STRAW FIBER ROLL PER DETAIL

NOTES

SEE SHEET C2.4 FOR BEST MANAGEMENT PRACTICES

NOTE:

C2.4

C2.4

C2.4

C2.4

RECREATIONAL VEHICLE AREA EROSION CONTROL PLAN (BID ADDITIVE)

WALKWAY AND EMPLOYEE LOADING/UNLOADING AREA EROSION CONTROL PLAN

H

D

D D

AREA

WASHOUT

CONCRETE

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

U N

IT

E D S

T A

T E

S G

O V

E R

N M

E N

T

F O

R O

F F

IC

IA

L U

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N L

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T Y O

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1291S8-19-F0026

V e r s io n

F S

D s iz e x .d w g

SHEET OF

DRAWING

CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

F O

R E

S T

D R

A W

IN

G

P R

O J E

C T

N A

M E

N A

M E

FOREST

REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

F CIVRE

E

E

FOTNEMTR

A P

E

R U

TLUCIRGA

TASK ORDER

S A

N B

E R

N A

R D

IN

O N

A T

IO

N A

L F

O R

E S

T

07/11/19

R E G

IS

TE

RE

D

PROFESSIONAL ENG

IN

EE

R

STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

J O

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1 8/14/19 Rev. 1

C2.4

SECTION B-B

Filter fabric ft in

D it c h

E X

IS

T

IN

G

P

V

A D

W A

Y as needed

Temporary pipe culvert

NTS

B

B grade

Original

Match

Existing

Grade

3 inches but smaller than 6 inches.

Crushed aggregate greater than

12 inch minimum, unless otherwise specified by a soils engineer. Aggregate can be placed on original grade or subgrade.

(12 foot min width) anticipated traffic to accommodate

Width as required

50 ft Min sediment trapping device channelize runoff to sediment barrier and

NOTE: Construct whichever is greater the largest construction vehicle tire, or four times the circumference of

TYPE 1 GRAVEL ENTRANCE/EXIT

NTS

PLAN

stormwater discharge.

Sediment control practices shall effectively prevent a net increase of sediment load in 10.

waste storage and disposal procedures.

Employees, subcontractors and suppliers shall be educated on all BMP's including concrete 9.

areas, drainage courses, and storm drain inlets.

Portable sanitary facilities shall be located on relatively level ground away from traffic 8.

emergency devices when rain is imminent.

on site and stockpiled at convenient locations to facilitate rapid construction of season, which is typically Oct 1 through May 30. Necessary materials shall be available

A standby crew for emergency work shall be available at all times during the wet weather 7.

Practicable (MEP) through design & implementation of the SWPPP.

Pollutants shall be removed from stormwater discharges to the Maximum Extent 6.

California Regional Water Quality Control Board (RWQCB).

Discharges of pumped ground water require a discharge permit from the State of 5.

street.

Non-Stormwater discharges are prohibited from entering any storm drain system and/or 4.

be made immediately.

Be kept up to date. Any additional updates requested by agency representative are to c.

construction.

Be kept on site and amended to reflect changing conditions throughout the course of b.

and/or into a storm drain system during construction.

effectively prohibit the entry of pollutants from the construction site onto the street

Identify potential pollutant sources and include the design and placement of BMP's to a.

The SWPPP shall:3.

Permit Order No. 2009-009-DWQ and as amended by Order No. 2010-0014-DWQ.

of the National Pollutant Discharge Elimination System (NPDES) Construction General

Prevention Plan (SWPPP) developed and implemented in compliance with the requirements

All construction activity shall be performed in accordance with a Stormwater Pollution 2.

Fact sheet @ http://cfpub.epa.gov/npdes/stormwater.

Fact Sheets at www.dot.ca.gov/hq/construc/stormwater/factsheets.htm, and/or USEPA BMP www.cabmphandbooks.com, California Department of Transportation Construction Site BMP information on BMP's refer to the California Storm Water BMP Handbooks, available at

Alternate methods providing equal or greater protection may be utilized. For in depth

Best Management Practices (BMP's) contained herein reflect the minimum requirements. 1.

General Notes

BEST MANAGEMENT PRACTICES (BMP's) not abutted, a minimum of 1 foot.

If more than one fiber roll is placed in a row, the rolls shall be overlapped, 13.

feet apart.

A single-stake installation requires the stakes to be placed no more than 2 12.

driven a minimum of 12 inches.

roll to the ground surface. Stakes shall be a minimum length of 24 inches and

", shall be used to secure the fiber 4

" X 4

Wooden commercial grade stakes, 11.

Fiber rolls shall be placed in a 2 to 4 inch deep trench.10.

apart.

Slopes 1:2 or greater require fiber rolls to be placed no more than 10 feet 9.

Slopes 1:4 to 1:2 require fiber rolls to be placed no more than 15 feet apart.8.

apart.

Slopes 1:4 or flatter require fiber rolls to be placed no more than 20 feet 7.

blankets with a minimum 8 inch diameter.

Fiber rolls shall be either prefabricated or rolled tubes of erosion control 6.

the top of slopes.

Slopes greater than 1:5 may require the use of 20 inch diameter fiber rolls at 5.

Place along the perimeter of a project.4.

Place around temporary stockpiles.3.

Place on the down-slope of exposed soil areas.2.

slopes.

Place along the toe, top, face, and at grade breaks of exposed and erodible 1.

:Notes

Note:

Install fiber roll…

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