ATTACHMENT_1_-_Drawings_95__CD_-__1291S819R0028.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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RFP ATTACHMENT 1 DRAWINGS

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SHEET OF

DRAWING

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SACRAMENTO, CA 95825

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

MFDB Architects, Inc.

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SBNF - MOUNTAINTOP RANGER DISTRICT OFFICE

SAN BERNARDINO NATIONAL FOREST

40971 NORTH SHORE DRIVE ( HWY 38 )

FAWNSKIN, CA 92333

95% 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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DANIEL E.

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DAMERON

AutoCAD SHX Text No. C 14739

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REN. 07-31-19

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

TASK ORDER

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111 SCRIPPS DRIVE

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

MFDB Architects, Inc.

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MFDB ARCHITECTS, INC.

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111 SCRIPPS DRIVE

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SACRAMENTO, CA 95825

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PH. (916) 972-0131

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7777 GREENBACK LANE, STE 104

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CITRUS HEIGHTS, CA 95610

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PH. (916) 722-1800

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FAX (916) 722-4595

AutoCAD SHX Text Contact: JACK SCROGGS

AutoCAD SHX Text Email: jscroggs@kasl.com

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5520 ELVAS AVE.

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SACRAMENTO, CA 95819

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PH. (916) 453-2888

AutoCAD SHX Text Contact: STEVE JONES

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

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INTERIOR DESIGN

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ROACH & CAMPBELL

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111 SCRIPPS DRIVE

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SACRAMENTO, CA 95825

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PH. (916) 945-8003

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AutoCAD SHX Text Email: bill@roachcampbell.com

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CYS STRUCTURAL ENGINEERS INC.

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2495 NATOMAS PARK DR, STE 650

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SACRAMENTO, CA 95833

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PH. (916) 920-2020

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PETERS ENGINEERING

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2411 ALHAMBRA BLVD, STE 100

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SACRAMENTO, CA 95817

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PH. (916) 447-2841

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M. NEILS ENGINEERING, INC.

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100 HOWE AVE., SUITE 235 N

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SACRAMENTO, CA 95825

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PH. (916) 923-4400

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AutoCAD SHX Text Contact: STUART LINDSAY

AutoCAD SHX Text Email: slindsay@mneilsengineering.com

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Citrus Heights, CA 95610

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SACRAMENTO, CA 95825

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

MFDB Architects, Inc.

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A-3

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DANIEL E.

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DAMERON

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REN. 07-31-19

AutoCAD SHX Text FIRE SEPARATION DISTANCE: FIRE SEPARATION DISTANCE EXCEEDS 30' ON ALL SIDES OF BUILDING, NO FIRE SEPARATION DISTANCE EXCEEDS 30' ON ALL SIDES OF BUILDING, NO EXTERIOR FIRE RATING REQUIRED. (IBC TABLE 602) ACCESSORY OCCUPANCY: THE PARTNER AND VOLUNTEER AREA IS WORK SPACE THAT IS ANCILLARY THE PARTNER AND VOLUNTEER AREA IS WORK SPACE THAT IS ANCILLARY TO THE A-3 OCCUPANCY AND DOES NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA. (IBC 508.2 AND IBC 508.2.3) NON SEPARATED OCCUPANCIES: A AND B OCCUPANCIES SHALL BE NONSEPARATED IN ACCORDANCE A AND B OCCUPANCIES SHALL BE NONSEPARATED IN ACCORDANCE WITH IBC 508.3. NO FIRE BARRIER REQUIRED. DRAFTSTOPS: DRAFTSTOPS ARE NOT REQUIRED DUE TO FIRE SPRINKLERS. DRAFTSTOPS ARE NOT REQUIRED DUE TO FIRE SPRINKLERS. (IBC 718.4 EXCEPTION) INTERIOR FINISH CLASS: CLASS 'C' FINISHES ALLOWED DUE TO FIRE SPRINKLERS. CLASS 'C' FINISHES ALLOWED DUE TO FIRE SPRINKLERS. (IBC TABLE 803.13) FIRE EXTINGUISHERS: MAX. DISTANCE OF TRAVEL TO EXTINGUISHER = 75 FEET. MAX. DISTANCE OF TRAVEL TO EXTINGUISHER = 75 FEET. (IBC TABLE 906.3)

AutoCAD SHX Text OCCUPANCY GROUP: A AND B (IBC 303.4 AND IBC 304.1) A AND B (IBC 303.4 AND IBC 304.1) CONSTRUCTION TYPE: V-B V-B BASIC ALLOWABLE HEIGHT: 40 FEET (IBC TABLE 504.3) 2 STORIES (IBC TABLE 504.4) 40 FEET (IBC TABLE 504.3) 2 STORIES (IBC TABLE 504.4) ACTUAL BUILDING HEIGHT: 37'-3” (1 STORY) 37'-3” (1 STORY) (1 STORY) BASIC ALLOWABLE AREA: 24,000 SF (IBC TABLE 506.2) (A OCCUPANCY MOST RESTRICTIVE). 24,000 SF (IBC TABLE 506.2) (A OCCUPANCY MOST RESTRICTIVE). EXISTING BUILDING AREA: 13,792 SF 13,792 SF AREA OF ADDITION: 57 SF 57 SF TOTAL BUILDING AREA: 13,849 SF < 24,000 SF13,849 SF < 24,000 SF

AutoCAD SHX Text MEET OR EXCEED THE REQUIREMENTS OF THE LATEST ADOPTED VERSION OF THE FOLLOWING: AMERICANS WITH DISABILITIES ACT (ADA) ARCHITECTURAL BARRIERS ACT (ABA) BUILDING ENERGY EFFICIENCY STANDARDS, TITLE 24 NATIONAL ELECTRIC CODE NATIONAL ELECTRIC SAFETY CODE INTERNATIONAL FIRE CODE INTERNATIONAL EXISTING BUILDING CODE INTERNATIONAL BUILDING CODE UNIFORM MECHANICAL CODE ASHRAE/IESNA Standard 90.1 UNIFORM PLUMBING CODE NFPA 13

AutoCAD SHX Text IBC ACCESSIBILITY EMPLOYEE WORK AREA: EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE FOR APPROACH, ENTER EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE FOR APPROACH, ENTER AND EXIT OF THE WORK AREA. (IBC 1103.2.2) EQUIPMENT SPACES: SPACES FREQUENTED ONLY BE SERVICE PERSONNEL FOR MAINTENANCE, SPACES FREQUENTED ONLY BE SERVICE PERSONNEL FOR MAINTENANCE, REPAIR OR MONITORING OF EQUIPMENT ARE NOT REQUIRED TO BE ACCESSIBLE. (IBC 1103.2.9)

AutoCAD SHX Text EGRESS OCCUPANT LOAD: OCCUPANT LOAD IS APPLIED TO EACH ROOM OR SPACE. OCCUPANT LOAD IS APPLIED TO EACH ROOM OR SPACE. (IBC TABLE 1004.5) OUTDOOR AREA: OCCUPANT LOAD OF 15 SF/PERSON USED FOR OUTDOOR AREA OCCUPANT LOAD OF 15 SF/PERSON USED FOR OUTDOOR AREA ACCESSIBLE TO THE PUBLIC. BREAK ROOM PATIO IS OCCUPIED BY BUILDING STAFF AND IS PROVIDED WITH MEANS OF EGRESS. (IBC TABLE 1004.5 AND IBC 1004.7) EGRESS WIDTH: EGRESS CAPACITY FACTOR OF 0.2 FOR OTHER THAN STAIRWAY. EGRESS CAPACITY FACTOR OF 0.2 FOR OTHER THAN STAIRWAY. (IBC 1005.3.2) NUMBER OF EXITS: 2 EXITS REQUIRED WHERE OCCUPANT LOAD EXCEEDS 49. 2 EXITS REQUIRED WHERE OCCUPANT LOAD EXCEEDS 49. (IBC TABLE 1006.2.1) COMMON PATH: MAX. COMMON PATH OF EGRESS TRAVEL MAX. COMMON PATH OF EGRESS TRAVEL = 75 FEET FOR A-3 OCCUPANCY = 100 FEET FOR B OCCUPANCY (IBC TABLE 1006.2.1) EXIT SEPARATION: WHERE 2 EXITS ARE REQUIRED FROM A SPACE THE EXITS SHALL BE WHERE 2 EXITS ARE REQUIRED FROM A SPACE THE EXITS SHALL BE SEPARATED BY NOT LESS THAN 1/3 THE LENGTH OF THE MAX. OVERALL DIAGONAL DIMENSION DUE TO FIRE SPRINKLERS. (IBC 1007.1.1 EXCEPTION 2) DOOR SWING: DOORS SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS SHALL DOORS SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL. (IBC 1010.1.2.1) DOOR OPENING FORCE: PUSH/PULL OPENING FORCE SHALL NOT EXCEED 5 POUNDS. PUSH/PULL OPENING FORCE SHALL NOT EXCEED 5 POUNDS. LATCH RELEASE FORCE SHALL BE NOT LESS THAN 15 POUNDS. (IBC 1010.1.3) PANIC HARDWARE: PANIC HARDWARE REQUIRED FOR 'A' OCCUPANCY SPACES WITH OCCUPANT PANIC HARDWARE REQUIRED FOR 'A' OCCUPANCY SPACES WITH OCCUPANT LOAD OF 50 OR MORE. (IBC 1010.1.10) EXIT ACCESS: 'A' OCCUPANCY EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250' 'A' OCCUPANCY EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250' 'B' OCCUPANCY EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 300' (IBC TABLE 1017.2) CORRIDORS: CORRIDORS NOT REQUIRED TO BE FIRE RESISTANCE RATED FOR 'A' AND CORRIDORS NOT REQUIRED TO BE FIRE RESISTANCE RATED FOR 'A' AND 'B' OCCUPANCY WITH FIRE SPRINKLERS. (IBC TABLE 1020.1)

ADA CHANGE IN LEVEL: 1/4" MAX. VERTICAL CHANGE IN LEVEL. 1/2" MAX. CHANGE IN LEVEL 1/4" MAX. VERTICAL CHANGE IN LEVEL. 1/2" MAX. CHANGE IN LEVEL WITH UPPER 1/4" BEVELED NOT STEEPER THAN 1:2. STEEPER THAN 1:2. (ADA 303.2 AND 303.3) LEVEL FLOOR SPACE: DIMENSIONS AS SHOWN ON DRAWINGS. SLOPE NOT STEEPER THAN 1:48 DIMENSIONS AS SHOWN ON DRAWINGS. SLOPE NOT STEEPER THAN 1:48 (2%) (ADA 304.2) ACCESSIBLE ROUTES: 36” MIN. CLEAR WIDTH. 80” VERTICAL CLEARANCE. 1:20 (5%) MAX. 36” MIN. CLEAR WIDTH. 80” VERTICAL CLEARANCE. 1:20 (5%) MAX. MIN. CLEAR WIDTH. 80” VERTICAL CLEARANCE. 1:20 (5%) MAX. VERTICAL CLEARANCE. 1:20 (5%) MAX. RUNNING SLOPE. 1:48 (2%) MAX. CROSS SLOPE. (ADA 307.4, 403.3 AND 403.5.1) WIDTH REDUCTION: ACCESSIBLE ROUTE CLEAR WIDTH MAY BE REDUCED TO 32” MIN. FOR A ACCESSIBLE ROUTE CLEAR WIDTH MAY BE REDUCED TO 32” MIN. FOR A MIN. FOR A LENGTH OF 24” MAX. WITH SEGMENTS SEPARATED BY 48” MIN. MAX. WITH SEGMENTS SEPARATED BY 48” MIN. SEGMENTS SEPARATED BY 48” MIN. MIN. (ADA 403.5.1 EXCEPTION) RAMPS: 1:12 (8.33%) MAX. RUNNING SLOPE. 1:48 (2%) MAX. CROSS SLOPE. 1:12 (8.33%) MAX. RUNNING SLOPE. 1:48 (2%) MAX. CROSS SLOPE. 30” MAX. RISE BETWEEN LANDINGS. MAX. RISE BETWEEN LANDINGS. (ADA 405.2, 405.3 AND 405.6)

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CRACK SEAL FOR EXISTING PAVEMENT ESTIMATED TO BE 2,000

AUTOMATED SWING GATE

CRACK SEAL AND FULL DEPTH REPAIR

STORM DRAIN IMPROVEMENTS

CONCRETE V-GUTTERS

RV PAVEMENT AND STRIPING

HILLSIDE EXCAVATION

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Tel. (916) 722-1800

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

C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

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

HIGHWAY 38

CC

CCC

CCCC

RV

R V

RV

R V

R V

R V

RV

R V

CC

R V

RV

RV

RV

RV

RV

12"SD

S

D

D 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

HIGHWAY 38

APPROVED

CHECKED BY

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Tel. (916) 722-1800

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

C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

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

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 G0.5 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

Tel. (916) 722-1800

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

C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

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

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

PER DETAIL

RIP RAP PROTECTION

(RCP CLASS V), S=2.75

40 LF OF 12" SD PIPE

12" INV=6835.4

12" INV=6836.5

(RCP CLASS V), S=0.005

95 LF OF 12" SD PIPE

(RCP CLASS V(, 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

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

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

Tel. (916) 722-1800

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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SHEET OF

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CHECKED BY

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

A/E

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R5

SERVICE

U S D A

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Exp. 3-31-20

No. 26388

CIVIL

J O

H

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C.SCRO

G G

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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"

PIPE CLASS V

REINFORCED CONCRETE

3"

7"

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Tel. (916) 722-1800

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

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DATE

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DRAWN BY

A/E

F O

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IN

G

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N A

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REGION

SOUTHWEST

PACIFIC

DATENO. REVISIONS

R5

SERVICE

U S D A

STSERO

D

F CIVRE

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FOTNEMTR

A P

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R U

TLUCIRGA

TASK ORDER

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No. 26388

CIVIL

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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

DATE

CHECKED BY

DATE

CHECKED BY

DATE

DATE

CHECKED BY

DATE

ENGINEERING

DATE

FOREST ENGINEER

DATE

FOREST SUPERVISOR

Tel. (916) 722-1800

Citrus Heights, CA 95610

Suite 104

7777 Greenback Lane

RESOURCES - SURVEYING

CIVIL - WATER

U 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

R D

IN

O N

A T

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O R

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07/11/19

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PROFESSIONAL ENG

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STATE OF CALIFO

RNI

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Exp. 3-31-20

No. 26388

CIVIL

J O

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N

C.SCRO

G G

S

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

Tel. (916) 722-1800

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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1291S8-19-F0026

V e r s io n

F S

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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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O N

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O R

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07/11/19

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PROFESSIONAL ENG

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STATE OF CALIFO

RNI

A

Exp. 3-31-20

No. 26388

CIVIL

J O

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N

C.SCRO

G G

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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.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.