Am1_Plans_W912PL-15-B-0009.pdf

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C-01

C-02

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T-01

SHEET NO. TITLE FILE NAMEFILE NO.

GENERAL

T-02

T-03

T-04

T-05

SHEET NO. TITLE FILE NAMEFILE NO.

CIVIL

INDEX TO CONTRACT DRAWINGS

T-06

C-04

C-05

C-06

C-07

C-08

C-09

C-10

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C-13

C-14

PROJECT LOCATION AND VICINITY MAPS

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C-16

T-07

T-08

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SHEET NO. TITLE FILE NO.

SHEET NO. TITLE FILE NAMEFILE NO.

GEOTECHNICAL

STRUCTURAL

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TITLE FILE NAME

G-01

G-02

G-03

G-04

G-05

G-06

G-07

G-08

G-09

G-10

G-11

G-12

G-13

G-14

G-15

G-16

G-17

G-18

G-19

G-20

S-02 REINFORCED CONCRETE BOX

SHEET NO. TITLE FILE NAMEFILE NO.

MISCELLANEOUS

239/3475M-01

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239/3507 C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

C-25

C-26

C-27

GENERAL DETAILS

SOUND WALL

CABLE FENCE

M-02 PIPE GATE DETAILS

L-01

L-02

L-03

SHEET NO. TITLE FILE NAMEFILE NO.

L-04

L-05

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239/3480

239/3481

239/3482

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L-06

LANDSCAPE

239/3484

L-07 239/3485LANDSCAPE PLANTING & IRRIGATION DETAILS AND NOTES

M-03 CHAIN LINK FENCE AND DETAILS

S-03 239/3471

STRUCTURAL NOTES

5-FT BY 5-FT RCB SIDE DRAIN -

5 FT BY 5-FT RCB SIDE DRAIN -

24-IN DIA. RCP SIDE DRAIN -

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G-21

G-22

G-23

G-24

G-25

G-26

G-27

G-28

G-29

G-30

G-31

G-32

G-33

239/3493

INDEX TO CONTRACT DRAWINGS

48-IN DIA. RCP SIDE DRAIN -

SURVEY CONTROL POINTS

239/3435HORIZONTAL CONTROL POINTS AND CURVE DATA

PROJECT CONTROL LINES -

TEMPORARY CONSTRUCTION EASEMENT LIMITS (1)

TEMPORARY CONSTRUCTION EASEMENT LIMITS (2)

PLAN AND PROFILE STA SC 1390+00 TO STA SC 1399+00

PLAN AND PROFILE AT BANK PROTECTION STA SC 1388+68.54

PLAN AND PROFILE AT BANK PROTECTION STA SC 1399+59.05

PLAN AND PROFILE AT BANK PROTECTION STA SC 1396+27.04

PLAN AND PROFILE STA SC 1382+10 TO STA SC 1390+00

PLAN AND PROFILE STA SC 1399+00 TO STA SC 1408+00

PLAN AND PROFILE STA SC 1408+00 TO STA SC 1415+00

LSARR9PH4GCS1.DGN

LSARR9PH4GCS2.DGN

LSARR9PH4GCS3.DGN

LSARR9PH4GCS4.DGN

LSARR9PH4GKP5.DGN

LSARR9PH4GKP6.DGN

LSARR9PH4GKP7.DGN

LSARR9PH4GKP8.DGN

LSARR9PH4CSP1.DGN

LSARR9PH4CSP2.DGN

LSARR9PH4CSP3.DGN

LSARR9PH4CSP4.DGN

LSARR9PH4CSP5.DGN

LSARR9PH4CPR6.DGN

LSARR9PH4CPR7.DGN

LSARR9PH4CPR8.DGN

LSARR9PH4CPR9.DGN

LSARR9PH4CSC10.DGN

LSARR9PH4CSC11.DGN

LSARR9PH4CSC12.DGN

LSARR9PH4CSC13.DGN

LSARR9PH4CSC14.DGN

LSARR9PH4CSC15.DGN

LSARR9PH4CSC16.DGN

LSARR9PH4CSC17.DGN

LSARR9PH4CSP18.DGN

LSARR9PH4CSP19.DGN

LSARR9PH4CSP20.DGN

LSARR9PH4CSP21.DGN

LSARR9PH4CPR22.DGN

LSARR9PH4CPR23.DGN

LSARR9PH4CPR24.DGN

LSARR9PH4CDT25.DGN

LSARR9PH4CSC26.DGN

LSARR9PH4CDT27.DGN

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C-28

C-29

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T-09 239/3439 LSARR9PH4GKP9.DGNBORROW AREA MAP

LOG OF EXPLORATION SH15-R9P4-01

LOG OF EXPLORATION SH15-R9P4-02

LOG OF EXPLORATION SH15-R9P4-03

LOG OF EXPLORATION SH15-R9P4-04

LOG OF EXPLORATION SH15-R9P4-05

LOGS OF EXPLORATION TP15-R9P4-01 AND TP15-R9P4-02

LOGS OF EXPLORATION TP15-R9P4-03 AND TP15-R9P4-04

LOGS OF EXPLORATION TP15-R9P4-05 AND TP15-R9P4-06

LOGS OF EXPLORATION TP15-R9P4-07 AND TP15-R9P4-08

LOGS OF EXPLORATION TP15-R9P4-09 AND TP15-R9P4-10

LOG OF EXPLORATION TP15-R9P4-11

LOGS OF EXPLORATION CPT15-02 AND CPT15-02

LOGS OF EXPLORATION CPT15-03 AND CPT15-04

LOG OF EXPLORATION CPT15-05

LOG OF EXPLORATION TH13-R9P4-1

LOG OF EXPLORATION TH13-R9P4-2

LOG OF EXPLORATION TH13-R9P4-3

LOG OF EXPLORATION TH13-R9P4-4

LOGS OF EXPLORATION TP13-R9P4-1 AND TP13-R9P4-2

LOGS OF EXPLORATION TP13-R9P4-3 AND TP13-R9P4-4

LOGS OF EXPLORATION TP13-R9P4-5 AND TP13-R9P4-6

LOG OF EXPLORATION BY LEIGHTON B-225+50

LOG OF EXPLORATION BY LEIGHTON MW-140+60B

LOG OF EXPLORATION BY LEIGHTON B-144+20B

LOG OF EXPLORATION BY LEIGHTON B-149+00B

LOG OF EXPLORATION BY LEIGHTON B-154+00B

LOG OF EXPLORATION BY LEIGHTON MW-158+90B

LOG OF EXPLORATION BY LEIGHTON B-164+00B

LOG OF EXPLORATION BY LEIGHTON B-168+90B

LOG OF EXPLORATION BY LEIGHTON B-172+30B

G-34 BORROW AREA II PLAN OF EXPLORATION

G-35 BORROW AREA II GENERAL NOTES, SOIL CLASSIFICATION AND LEGEND

G-36 BORROW AREA II KEY TO SYMBOLS FOR LOGS OF EXPLORATION

G-37

G-38 BORROW AREA II LOGS OF EXPLORATION TT10-11BA2 AND TT10-12BA2

G-39 BORROW AREA II LOGS OF EXPLORATION TT10-13BA2 AND TT10-14BA2

G-40 BORROW AREA II LOGS OF EXPLORATION TT10-15BA2 AND TT10-16BA2

G-41 BORROW AREA II LOGS OF EXPLORATION TT10-17BA2 AND TT10-18BA2

G-42 BORROW AREA II LOG OF EXPLORATION TT10-19BA2

G-43 BORROW AREA II LOGS OF EXPLORATION TP10-1 AND TP10-2

G-44 BORROW AREA II LOGS OF EXPLORATION TP10-3 AND TP10-4

G-45 BORROW AREA II LOGS OF EXPLORATION TP10-5 AND TP10-6

G-46 BORROW AREA II LOGS OF EXPLORATION 2007 AND 2008

G-47 BORROW AREA II LOG OF EXPLORATION TH87-18

LSARR9PH4BABSI01.DGN

LSARR9PH4BABLG01.DGN

LSARR9PH4BABLG02.DGN

LSARR9PH4BABLB01.DGN

LSARR9PH4BABLBO2.DGN

LSARR9PH4BABLB03.DGN

LSARR9PH4BABLBO4.DGN

LSARR9PH4BABLBO5.DGN

LSARR9PH4BABLBO6.DGN

LSARR9PH4BABLBO7.DGN

LSARR9PH4BABLB08.DGN

LSARR9PH4BABLB09.DGN

LSARR9PH4BABLB10.DGN

LSARR9PH4BABLB11.DGN

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BORROW AREA II LOGS OF EXPLORATION TT10-09BA2 AND TT10-10BA2

CLASSIFICATION CHART AND TEST KEY

USACE KEY TO SYMBOLS AND LEIGHTON SOIL

LSARR9PH4CDT29.DGN

LSARR9PH4CDT27.DGN

PLAN OF EXPLORATION STA SC 1382+10 TO STA SC 1401+00

CROSS -SECTIONS STA SC 1382+30 TO STA SC 1387+00

CROSS -SECTIONS STA SC 1388+00 TO STA SC 1393+00

CROSS -SECTIONS STA SC 1394+00 TO STA SC 1399+00

CROSS -SECTIONS STA SC 1400+00 TO STA SC 1405+00

CROSS -SECTIONS STA SC 1406+00 TO STA SC 1411+00

CROSS -SECTIONS STA SC 1412+00 TO STA SC 1417+00

CROSS -SECTIONS STA SC 1418+00 TO STA SC 1420+00

PLAN OF EXPLORATION STA SC 1401+00 TO STA SC 1420+00

LANDSCAPE PLAN STA BW 81+00 TO STA BW 90+94

BIKEWAY DETAILS

TYPICAL SECTIONS

PERMANENT BIKEWAY PLAN STA BW 20+00 TO STA BW 47+00

PERMANENT BIKEWAY PLAN STA BW 47+00 TO STA BW 74+00

PERMANENT BIKEWAY PROFILE STA BW 74+00 TO STA BW 87+07.72

M-04 MANHOLE EXTENSION DETAILS

239/3476

LSARR9PH4SCW4.DGN

OPTION-2: GULLY REPAIR, PLAN AND PROFILE

OPTION-2: GULLY REPAIR, CROSS SECTIONS

REINFORCED CONCRETE PIPE OUTLET

S-04 239/3472

S-06 239/3474

GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

LSARR9PH4BSI02.DGN

LSARR9PH4BLG01.DGN

LSARR9PH4BSI01.DGN

LSARR9PH4BLB01.DGN

LSARR9PH4BLB02.DGN

LSARR9PH4BLB03.DGN

LSARR9PH4BLB04.DGN

LSARR9PH4BLB05.DGN

LSARR9PH4BLB06.DGN

LSARR9PH4BLB07.DGN

LSARR9PH4BLB08.DGN

LSARR9PH4BLB09.DGN

LSARR9PH4BLB10.DGN

LSARR9PH4BLB11.DGN

LSARR9PH4BLB12.DGN

LSARR9PH4BLB13.DGN

LSARR9PH4BLB14.DGN

LSARR9PH4BLB15.DGN

LSARR9PH4BLB16.DGN

LSARR9PH4BLB17.DGN

LSARR9PH4BLB18.DGN

LSARR9PH4BLB19.DGN

LSARR9PH4BLB20.DGN

LSARR9PH4BLB21.DGN

LSARR9PH4BLB22.DGN

LSARR9PH4BLB23.DGN

LSARR9PH4BLB24.DGN

LSARR9PH4BLB25.DGN

LSARR9PH4BLB26.DGN

LSARR9PH4BLB27.DGN

LSARR9PH4BLB28.DGN

LSARR9PH4BLB29.DGN

LSARR9PH4BLB30.DGN

PROJECT ACCESS MAP, STAGING AREA, & OPTIONS' AREAS

TRANSITIONAL PLAN, SECTION, AND DETAILS

OPTION-3: PLAN AND PROFILE STA SC 1414+28.70 TO STA SC 1421+60

S-05 239/3473REINFORCED CONCRETE BOX MANHOLE

MANHOLE AND JUNCTION CHAMBER FOR 24-IN RCP

L-08 239/3486

L-09 239/3487

SWALE PLAN

SWALE DETAILS AND NOTES

LANDSCAPE PLAN STA BW 20+00 TO STA BW 46+00

LANDSCAPE PLAN STA BW 46+00 TO STA BW 55+00

LANDSCAPE PLAN STA BW 55+00 TO STA BW 64+00

LANDSCAPE PLAN STA BW 64+00 TO STA BW 73+00

LANDSCAPE PLAN STA BW 73+00 TO STA BW 81+00

239/3477

239/3478

LSARR9PH4SCW1.DGN

LSARR9PH4SCW2.DGN

LSARR9PH4SCW3.DGN

LSARR9P4LP1.DGN

LSARR9P4LP2.DGN

LSARR9P4LP3.DGN

LSARR9P4LP4.DGN

LSARR9P4LP5.DGN

LSARR9P4LP6.DGN

LSARR9P4LP7.DGN

LSARR9P4LS1.DGN

LSARR9P4LS2.DGN

LSARR9PH4S-001.DGN

LSARR9PH4S-302.DGN

LSARR9PH4S-303.DGN

LSARR9PH4S-304.DGN

LSARR9PH4S-305.DGN

LSARR9PH4S-306.DGN

REVISION REVISION

REVISION REVISION

REVISION

REVISION

PLAN AND PROFILE AT BANK PROTECTION STA SC 1413+60

PERMANENT BIKEWAY PROFILE STA BW 47+00 TO STA BW 74+00

PERMANENT BIKEWAY PROFILE STA BW 20+00 TO STA BW 47+00

PERMANENT BIKEWAY PLAN STA BW 74+00 TO STA BW 87+07.72

48" REINFORCED CONCRETE PIPE INLET

L-10 239/3535 LSARR9P4LP8.DGNBORROW AREA REVEGETATION PLAN

AS SHOWN

T-02

IN

D

E X T

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A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A NEW SHEET

A

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

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D E

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IP

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8/25/2015

SHEET

Plot Date:

A R

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U R Y J

U N

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E

C O

R P

S O

F E

N G

IN

E E

R S

L O

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E L E

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U .S

A R

M Y E

N G

IN

E E

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IS

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C H

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K E

D B

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O R

A N

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C A

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IF

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IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

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T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

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N T

A A

N A R

IV

E R M

A

IN

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J .U

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N A

S .V

A U

G H

N

SCALE:

S P

E C

N O

W P

L -1

-B -0

L D

O

Reinforcing

Reinforced Concrete Box

Road

Radius

Reinforced Concrete Pipe

REINF

R

RD

RCB

RCP

RCC Rolled Compacted Concrete

Manhole

Maximum

Minimum

Miscellaneous

MUTCD

CONTROL LINE

TCE LIMIT

FENCE

SOUND WALL

TRAFFIC DIRECTION

Number

Corrugated Metal Pipe

Benchmark

Cubic Yards

Expansion Joint

Elevation

Joint

Right

Square Foot

ABC

Tangent

Point of Intersection

Point of Tangency

Point of Ending

Aggregate Base Course

Side Drain

STD Standard

CMP

PI

Protect in Place

PERM Permanent

Temporary

Control Line

USACE

Soil CementSC

SARI Santa Ana River Interceptor

Finish Surface

FWY Freeway

FS

Control District Orange County Flood

INV

Inside Diameter

On Center

Outside Diameter

Plate

SAR Santa Ana River

Begin Horizontal Curve

Begin Vertical Curve

Construction Joint

Double

Diameter

Diagonal

Downstream

Each

End Horizontal Curve

End Vertical Curve

Height

Horizontal

Intersection

Length

Pounds

Left

Point of Curvature

Point of Beginning

Point of Vertical Intersection

Right-of-Way

Symmetrical

Upstream

Vertical

Vertical Point of Intersection

Typical

BW

MAX

MIN

RIGHT-OF-WAY

CENTERLINE

POWER POLE

MANHOLE

PP

MH

EXISTING SEWER LINE

EXISTING WATER LINE

EXISTING GAS LINE

RIGHT-OF-WAY

BM

DIA

Dbl

CY

Existing

D/S

Horiz

Int

U/S L

Lbs

R/W

SD

Grade Line

T

Decomposed Granite

Finished Grade

Flow Line

PVI

POB

POE

INVERT

TYP

C

TCE

EL

Traffic Control Devices Manual on Uniform

EXTENSOMETER

SPF Standard Project Flood

HMA Hot-Mix Asphalt

Misc

Lt

Jt

GL

HT

FG

EXP JT

EVC

Ea

DG

EC

DIAG

CL

CJ

BVC

BC

EX

ID

MH

No

TEMP

Vert

VPI

Symm

SF

Rt

PIP

PT

PL

PC

OCFCD

OD

OC

Bikeway

N.T.S. Not To Scale

BARRICADE

PORTABLE STEEL

HAUL ROUTE

COR

OCHBP

CALTRANS

of Transportation California Department

FLOW

Corps of Engineers United States Army

Representative Contracting Officer's

EXIST. SARI LINE COLLAR AND COVER

Beaches, Parks Orange County Harbors, EXISTING ASPHALT PAVING

SHT(S) Sheet(s)

EXISTING OVERHEAD ELECTRICAL LINE

Easement/Temporary Work Limit

Temporary Construction

OF THE PROJECT.

BIKEWAY SHALL BE OPEN CONTINUOUSLY THROUGHOUT THE LENGTHA

USACE.

ACTIVITIES TO STORM DRAIN FACILITIES AT NO ADDITIONAL COST TO THE

REPAIR ANY DAMAGE CAUSED BY THE CONTRACTOR'S CONSTRUCTION

CONTRACT DRAWINGS, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL

EXISTING STORM DRAIN FACILITIES, BOTH SHOWN AND NOT SHOWN ON THE

VISIBLE FEATURES. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL

STRUCTURES ARE BASED ON AVAILABLE INFORMATION AND SURVEY OF

LOCATIONS OF EXISTING STORM DRAIN CULVERTS AND INLET/OUTLET

CONSTRUCTIONS.

BE APPROVED BY THE USACE PRIOR TO COMMENCEMENT OF THEIR

CONSTRUCTION ITEMS DESIGNATED AS 'OPTION ITEMS' ON THE PLANS SHALL

ARE ALLOWED WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

INCLUDED AS PART OF THE WORK. NO CHANGES TO THE CONTRACT DRAWINGS

SITE DIMENSIONS OR CONDITIONS, AND SUCH ADJUSTMENTS SHALL BE

RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB

DETAILS ON THE CONTRACT DRAWINGS ARE INTENDED TO SHOW THE FINAL

ANA RIVER - REACH 9 - PHASE 4 CONTRACTOR UNLESS OTHERWISE NOTED.

THE DESIGNATION, 'CONTRACTOR', ON THE PLANS SHALL REFER TO THE SANTA

FEATURES AT NO ADDITIONAL COST TO THE USACE.

CAUSED BY THE CONTRACTOR'S CONSTRUCTION ACTIVITIES TO SARI LINE

CONTRACT DRAWINGS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE

(SARI) LINE AND ITS APPURTENANCES BOTH SHOWN AND NOT SHOWN ON THE

THE CONTRACTOR SHALL PROTECT IN PLACE SANTA ANA RIVER INTERCEPTOR

CONTAINED IN THE CONTRACT DOCUMENTS.

USED OR THE CONCLUSIONS REACHED IN UTILIZING THE INFORMATION

NO RESPONSIBILITY FOR THE MANNER IN WHICH THIS INFORMATION MAY BE

BEYOND THE ACTUAL LOCATION OF THE TEST SPECIMEN(S) AND ASSUMES

SUBSURFACE INVESTIGATIONS AS BEING REPRESENTATIVE OF THE SITE,

THE USACE DOES NOT GUARANTEE THE RESULTS OF ANY GEOTECHNICAL OR

EXISTING FACILITIES.

WORK TO ALLOW UTILITY OPERATORS TO CHECK AND MARK LOCATIONS OF

AT 1-800-227-2600 AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION

GOVERNMENT AGENCIES PRIOR TO EXCAVATION WORK AND CALL DIG ALERT

THE CONTRACTOR SHALL NOTIFY, IN WRITING, ALL UTILITY COMPANIES AND

MARKED ON THE AS- BUILT DRAWING AND SUBMITTED TO THE USACE.

USACE PRIOR TO CONSTRUCTION, AND ANY CHANGES SHALL BE CLEARLY

ALL REVISIONS TO THESE CONTRACT DRAWINGS SHALL BE APPROVED BY THE

USE.

RESPONSIBLE TO DOWNLOAD THE REPORT PRIOR TO BID OPENING FOR THEIR

STUDY IS MADE AVAILABLE FOR INFORMATION PURPOSES. ALL BIDDERS ARE

POSTED ON THE PROJECT'S BID PACKAGE WEBSITE. THIS GEOTECHNICAL

ORANGE COUNTY, CALIFORNIA, DATED JULY 2015. THE DOCUMENTS WILL BE

GEOTECHNICAL STUDY REPORT, REACH 9 PHASE 4, LOWER SANTA ANA RIVER,

THE BORING LOGS ARE INCLUDED IN THE CONTRACT DRAWINGS AND THE

GENERAL NOTES: ABBREVIATIONS:GENERAL LEGENDS:

INFORMATION.

RESTRICTIONS. SEE SPECIFICATION SECTION 01 57 20 FOR MORE

CLEARING SITE AND GRUBBING WINDOW IS SUBJECT TO ENVIRONMENTAL

FIELD PRIOR TO ANY CONSTRUCTION.

DIMENSIONS SHOWN ON EXISTING STRUCTURES SHALL BE VERIFIED IN THE

AS SHOWN

T-03

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STANDARD PLANS AND STANDARD SPECIFICATIONS(2010).

REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION

ALL WORK WITHIN THE STATE'S RIGHT OF WAY SHALL CONFORM TO THE

CONSTRUCTION, AND PROTECT IN PLACE.

LOCATIONS WITHIN CONTRACT BOUNDARY OF ALL UTILITIES PRIOR TO

SERVICE AND POTHOLING AS NECESSARY TO CONFIRM EXISTENCE AND

RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE OF UTILITY LOCATING

GROUND UTILITIES NOT SHOWN ON THIS PLAN SET. IT SHALL BE THE

SHALL BE CONSIDERED APPROXIMATE. THERE MAY BE ADDITIONAL UNDER

EFFORT HAS BEEN MADE TO DEPICT THESE UTILITIES, BUT THESE LOCATIONS

ARE BASED ON AS-BUILT INFORMATION PROVIDED BY THE OWNER. THE BEST

ABOVE-GROUND SURVEY. THE EXISTING UNDER GROUND UTILITIES SHOWN

THESE CONTRACT DRAWINGS HAVE BEEN PREPARED BASED ON AN A

A

SAFETY PAYS

VALUE ENGINEERING PAYS

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AS SHOWN

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FLO

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TCE/SOUND WALLR/W

TCE

R/W

CALT

RANS

OCFCD

OCHBP

OCHBP

CALIFORNIA

STATE P

ARKS

R/W

SEE NOTE 5

SENSITIVE AREA,

ENVIRONMENTALLY

SCALE: 1 IN = 200 FT

OCFCD

CALIFORNIA STATE PARKS

OCFCD

CALTRANS

TCE

SOUND WALL /

OPTION-2

OPTIO

N-1

PERMANENTBIKEWAY SECTION

PLAN

GATE

ACCESS

0 200 200 400FT

SCALE: 1''= 200'

J .U

/2

/1

R

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A

STATE ROUTE 91 (E)

STATE ROUTE 91 (W)

A

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ERUTCURTS TNEMEC LIOS FO TNIRP TOOF

C O

A L

C

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Y

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OCHBP

OPTION-3

INCLUDING THE STAGING/BATCH PLANT AREA

BASE BID

AREA (2ACRES)STAGING /BATCH PLANT

STAGI

NG

AREA

(5 .7

ACRES

SEE NOTE 4

FUTURE OPTION 4

EGRESS

IN

G

R

ESS

1.

2.

REFERENCE NOTES:

3.

FOR TCE WORK LIMITS, SEE SHEETS T-06 AND T-07.

1.

2.

3.

NOTES:

TCE BOUNDARIES, UNLESS OTHERWISE NOTED.

SOUND WALL ALIGNMENT COINCIDES WITH LOCATION OF

4.

5.

COINCIDES WITH TCE BOUNDARY.

SOUTHERN EDGE OF ENVIRONMENTALLY SENSITIVE AREA

STAGING/BATCH PLANT

TEMPORARY CONSTRUCTION EASEMENT (TCE)

SOUND WALL

RIGHT OF WAY (R/W)

ENVIRONMENTALLY SENSITIVE AREA

AREA SUBJECT TO CALTRANS' DEFLECTION STUDY

ENVIRONMENTAL PROTECTION SECTION 01 57 20.

FOR WINDOW WHEN SOUND WALL SHALL BE IN PLACE, SEE

SHOWN ON SHEETS T-06 AND T-07.

TCE BOUNDARY BETWEEN TCE POINTS E 19 AND E 60;

SOUND WALL SHALL BE CONSTRUCTED ALONG NORTHERN

SPECIFICATIONS.

USACE AND IN ACCORDANCE WITH PROJECT

ARE APPROXIMATE AND SHALL BE FINALIZED BY THE

ITEMS. THE LIMITS OF OPTION-4 ITEMS SHOWN HEREON

AND OFF RAMPS ARE CONSIDERED AS FUTURE OPTION-4

RESURFACING OF THE CALTRANS' COAL CANYON ROAD ON

CALTRANS' REQUIREMENTS. DEFLECTION STUDY AND

CONTRACTOR SHALL OBTAIN A DEFLECTION STUDY PER

LEGEND:

CONTROL POINTS AND CURVE DATA, SEE SHEET T-05.

FOR SC BANK PROTECTION AND BIKEWAY HORIZONTAL

CONTRACTING OFFICER.

AND B WILL BE IDENTIFIED IN THE FIELD BY THE

THE ALIGNMENT OF THE SOUND WALL BETWEEN POINTS A

BANK PROTECTION SLOPE

TOP OF SOIL CEMENT

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVER

S

S

UNDER CONSTRUCTION

ASPH

PIPE

DENSE VEGETATION

PIPE

PIPE PIPE

02-0054

399.6

400.2 400.9

398.2

396.7396.2 392.5

414.5

413.3

415.9

416.8

395.5

395.4

399.2

399.8

397.5

396.4 395.8

395.6

397.2

394.8

396.5 395.4

400.1

399.9 396.6

396.1396.4396.4

394.9

396.2

396.6

N 624,400

E

E

E

E

0B W

B W

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

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VALUE ENGINEERING PAYS

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SC 1408+00 SC 1409+00 SC 1410+00 SC 1411+00 SC 1412+00 SC 1413+00 SC 14SC 14+00 SC 1415+00

2 18 22 8

(WIDTH VARIES)

VEGETATED STRIP E

,5

,5

.0

SCALE: 1''= 50'

50 0 50 100FT 25

FLOW

V :1

H

E C S

T A

.2

1.

4.

REFERENCE NOTES:

FOR CROSS -SECTIONS, SEE SHEETS C-10 THROUGH C-15.

5.

6.

7.

8.

FOR DECOMPOSED GRANITE ROAD DETAILS, SEE SHEET C-17.

FOR EXTENSOMETER DETAILS, SEE SHEET C-26.

SEE SHEETS T-05 THROUGH T-07.

FOR PROJECT CONTROL POINTS, TCE COORDINATES, AND R/W LIMIT,

9.

SEE SHEET C-05.

FOR TYPICAL SECTION BETWEEN STA. 1412+50 AND STA. 1420+00,

12.

FOR CABLE FENCE, SEE SHEETS C-26 AND M-01.

FOR BIKEWAY , SEE SHEETS C-19 THROUGH C-24.

FOR SARI LINE MANHOLE EXTENSION DETAILS, SEE SHEET M-04.

THROUGH L-07.

FOR LANDSCAPE VEGETATED AREA, SEE SHEETS C-17 AND L-01

STA SC 1413+30, SEE SHEET C-17, TYP. SECTION 2

FOR TYPICAL SECTION BETWEEN STA SC 1386+00 THROUGH2.

STA SC 1420+00, SEE SHEET C-17, TYP. SECTION 3

FOR TYPICAL SECTION BETWEEN STA SC 1413+30 THROUGH3.

10.

11.

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

S T

A

S

C

M

A T

C H L

IN

E S

E E C -0

N 624,500

NOTES:

S T

A

B W

N

SOIL CEMENT

PROTECTION C.L.

SC BANK

R/W

ENGINEERED FILL

LIMIT OF

CONSTRUCTION NOTES:

& PROFILE HEREON.

CONSTRUCT SOIL CEMENT BANK PROTECTION PER PLAN2

INSTALL CABLE FENCE.7

CONSTRUCT NEW 48-IN DIA RCP SIDE DRAIN. SEE SHT C-09.8

CONSTRUCT 14-FT WIDE DECOMPOSED GRANITE ROAD.22

FLUSH WITH TOP OF HMA.

EXTEND EXISTING SARI LINE MANHOLE CONE AND COVER

(PIP)

54-IN SARI LINE

EXIST.

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

DAYLIGHT

EXCAVATION

AS SHOWN

C-04

L S

A R

R P

H

C S

P .D

G N

S T

A S

C

T

O S

T A S

C

P L

A N A

N D P

R O

F

IL

E

PLAN

SCALE: 1-IN = 50-FT

EL 370.89

EL 402.84

EL 402.10

EL 373.21

S=0.10%

S=0.36%

PROFILE

VERT. SCALE: 1-IN = 10-FT

HORIZ. SCALE: 1-IN = 50-FT

ALONG C.L.

TOP OF SOIL CEMENT

SOIL CEMENT

TOE OF

S=0.40%

EL. 402.25

.5

S T

A

.3

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

EXCAVATION DAYLIGHT

BACK FILL

FUTURE OPTION-3 SOIL CEMENT

G R

A D

E B

R E

A K

S T

A S

C

S T

A S

C

.7

S T

A S

C

B C S

T A

.8

SEE SHEET C05

E 1,562,777.11

N624,483.98

SC PI (3)

ALONG C.L.

EXIST. GRADE

APPROX.

1.5

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

FOR DRAINAGE SYSTEM BEHIND SOIL CEMENT, SEE SHEET C-2613.

S T

A S

C

.0

S T

A S

C

.0

S T

A S

C

.1

PROJECTED SOIL CEMENT RAMP

V :1

H

10 FT (TYP)

SOIL CEMENT

TOP OF

TO BE REMOVED

EXIST. FENCE

S T

A S

C

.1

S T

A S

C

.0

S T

A S

C

.0

TOE OF SOIL CEMENT

SECTION A-A

N.T.S.

CONNECTED DG ROAD

15-FT WIDE

(T Y P

R =1

0'

C E

N T

E R L

IN

E O

F C

O N

N E

C T

E D R

O A

D

S T

A S

C

.5

TCE

OF BIKEWAY.

REMOVE EXISTING BIKEWAY, AND FENCE ON BOTH SIDE

CONSTRUCT BIKEWAY.18

WIDTH VARIES

PERMANENT BIKEWAY,

#4 @12 TRANSVERSE AT CENTER

#4 @12 LONGITUDINAL,

5-IN THICK CONCRETE PAD

BIKEWAY

6-IN ABC

(APPROX. 100-FT)

REMOVE AND DISPOSE WITHIN EXCAVATION BOUNDARY

EXIST. ABANDONED 42-IN RCP SEWER LINE

BIKEWAY SECTION ENDS

OPTION-1

C-17 AND C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEETS

3. OPTION-1 BIKEWAY STARTS FROM STA. SC1386+00 TO STA. SC1413+30.

2. CABLE FENCE NOT SHOWN ON PLAN FOR CLARITY.

ARE PROJECTED ONTO PROFILE.

1. TOE OF SOIL CEMENT, CABLE FENCE, AND WEEP HOLE SYSTEM

C-09 AND S-03.

FOR 48-IN DIA RCP SIDE DRAIN AT STA 1413+60.03, SEE SHEETS

12-FT WIDE SC RAMP

FROM SHEET C-01 THOUGH SHEET C-05.

INSTALL EXTENSOMETER WHERE SHOWN ON PLANS

OTHERWISE CONSTRUCT SC RAMP. SEE DETAILS ON SHEET C-18.

SC WRAP-AROUND IF OPTION-3 IS NOT AWARDED.

AT END OF BASE BID APPROX. STA. SC 1414+28, CONSTRUCT

FOR DETAILS

(TYP.), SEE SHEET C-26

PIPE @ 100-FT O.C.

WEEP HOLE OUTLET

BY OTHERS

TO BE RELOCATED

EXIST. POWER POLE

REMOVE EXIST. PIPE

UNDER BIKE WAY

APPROX.

EXCAVATION

LIMIT

EXIST. POWER POLE

W/ GUY WIRE

TO BE RELOCATED

BY OTHERS

TOE OF

SOIL CEMENT

RAMP

TCE

INVERT EL. 394.85

48-IN DIA RCP

-I

N D

IA

R

C P S

ID

E D

R A

IN

S C S

T A

.0

A

A

EASEMENT

UTILITY (POWER LINE)

A A

3-FT X 3-FT

EXIST. BOX

WILL BE NEED.

GUY WIRE

POWER POLE,

EXIST.

-I

N T

H

IC

K A

T E

D G

E

10-FT20-FT

-I

N

FROM EXIST. BOX

PROJECTED CENTER LINE

SEE SECTION A-A HEREON

CONCRETE PAD

FROM STA. SC 1413+30 TO SC 1415+00

IN THE AREA BETWEEN DG ROAD AND BIKEWAY

24-IN THICK LAYER OF RIPRAP

R E

V

IS

E S

ID

E D

R A

IN

IN

L E

T

A R

E A

A /2

/1

A

BANK PROTECTION SLOPE

TOP OF SOIL CEMENT

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVERS

DIRT

A S P

H

D R

A

IN

S C

S C

S C

S C

S C

S C

B W

B W

B W 3+

S C

S C

S C

S C

S C

S C

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

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N B

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A P

P R

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(G Y

P S

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H A

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A .M

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N O

W P

L -1

-B -0

420420

420420

E L E

V A

T

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E L E

V A

T

IO

N

SC 1415+00 SC 1416+00 SC 1417+00 SC 1418+00 SC 1419+00 SC 1420+00SC 1414+00 SC 1421+00 SC 1421+60

EL 368.62

0 50 50 100FT

SCALE: 1''= 50'

FLOW

R=

T=

L=

B.C. STA.

E.C. STA.

P.I. NO.

NORTHING

EASTING

10 FT (TYP)

TOP OF SOIL CEMENT

V :1

H

C-05

AS SHOWN

BANK PROTECTION CURVE DATA

OCFCD

PARKS

CALIFORNIA STATE

4.

5.

6.

SOIL CEMENT

14 FT (TYP)

DG ROAD

L S

A R

R P

H

C S

P .D

G N

N 624,500

N 625,000

E ,5

,5

E ,5

,0

STA SC 1420+00, SEE SHEET C-17, TYP. SECTION 3

FOR TYPICAL SECTION BETWEEN STA SC 1413+30 THROUGH

3.

2.

E 1562777.11

N 624483.98

SC PI(3)

OCFCD

PARKS

CALIFORNIA STATE

32° 23' 44"

339.24'

1413+14.83

1416+54.08

624,483.98

SC PI(3)

624,764.39

1,563,287.891,562,777.11

V :1

H

S=0.05%

(PIP)

STRUCTURE

EXIST.

S= 0.31%

EL 373.21

EL 402.84

.5

ALONG C.L.

SOIL CEMENT

TOP OF

ALONG C.L.

EXIST. GRADE

APPROX.

EL. 373.80

GRADE BREAK,

E N

D O

F C

O N

T R

A C

T

& PROFILE HEREON.

CONSTRUCT SOIL CEMENT BANK PROTECTION PER PLAN2

INSTALL CABLE FENCE.7

CONSTRUCT 14-FT WIDE DECOMPOSED GRANITE ROAD.22

TCE

N

SOIL CEMENT

TOE OF

TCE

R/W

W/ GUY WIRE

POLE

POWER

EXIST.

R/W

POLE

POWER

EXIST.

S T

A S

C

.7

OVERLAPPED FROFILE. SEE C-04

S T

A S

C

S T

A

S

C

M

A T

C H L

IN

E S

E E C -0

OVERLAPPED PLAN. SEE C-04

S T

A S

C

.7

S T

A S

C

.3

S T

A S

C

S T

A

S

C

T

A S

C

.7

SOIL CEMENT

E 1,563,287.89 N 624,764.39

SC POE

SOIL CEMENT

END OF

S T

A S

C

.4

EL 402.84

BACKFILL

EL 368.62

P O

E S

T A S

C

.4

E N

D O

F C

O N

T R

A C

T

A P

P R

O X S

T A S

C

.9

S= -0.54%

OPTION 3

S T

A S

C

.7

T

O S

T A S

C

O P

T

IO

N P

L A

N A

N D P

R O

F

IL

E

E C S

T A

.0

7.

1.5

S T

A S

C

.9

E X

C A

V A

T

IO

N L

IM

IT

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

8.

NEW AND EXISTING SOIL CEMENT

PROVIDE SMOOTH JOINT BETWEEN

LINE) EASEMENT

UTILITY (POWER

PROFILE

VERT. SCALE: 1-IN = 10-FT

HORIZ. SCALE: 1-IN = 50-FT

PLAN

SCALE: 1-IN = 50-FT

FOR CROSS -SECTIONS, SEE SHEETS C-10 THROUGH C-15.

FOR CABLE FENCE, SEE SHEETS C-26 AND M-01.

FOR DECOMPOSED GRANITE ROAD DETAILS, SEE SHEET C-17.

THROUGH L-07.

FOR LANDSCAPE VEGETATED AREA, SEE SHEETS C-17 AND L-01

NOTES

REFERENCE NOTES

CONSTRUCTION NOTES

2. CABLE FENCE NOT SHOWN ON PLAN FOR CLARITY.

PROJECTED ONTO PROFILE.

1. TOE OF SOIL CEMENT, CABLE FENCE, AND WEEP HOLE SYSTEM ARE

LIMIT, SEE SHEETS T-05 THROUGH T-07.

1. FOR PROJECT CONTROL POINTS, TCE COORDINATES, AND R/W

LIMIT

EXCAVATION

OF BIKEWAY.

REMOVE EXISTING BIKEWAY, AND FENCE ON BOTH SIDE 16

WIDTH VARIES

BIKEWAY,

PERMANENT

FOR DRAINAGE SYSTEM BEHIND SOIL CEMENT, SEE SHEET C-26.

CONSTRUCT SC WRAP-AROUND. SEE DETAIL 1 ON SHEET C-18.

AT END OF OPTION-3 APPROX. STA. SC 1420+17.79,46

SC POE

600'

174.29'

FOR DETAILS

(TYP.), SEE SHEET C-26

PIPE @ 100-FT O.C.

WEEP HOLE OUTLET

(APPROX. 100-FT)

WITHIN EXCAVATION BOUNDARY

REMOVE AND DISPOSE

EXIST. ABANDONED 42-IN RCP SEWER LINE.

AREA AT THE UPSTREAM END OF THE BASE CONTRACT.

THE CONTRACTOR SHALL CONSTRUCT THE DG TURN AROUND

IF OPTION 2 IS AWARDED. IF OPTION 2 IS NOT AWARDED THEN

4-IN DG OVER 6-IN ABC, 40-FT BY 40-FT, AS SHOWN ON PLAN,

CONSTRUCT DECOMPOSED GRANITE TURN AROUND AREA,37

FOR OPTION 2, SEE SHEETS C-28 AND C-29.

A M

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VALUE ENGINEERING PAYS

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SPECIFICATIONS 35 31 19 FOR GRADATION.

24-IN DUMP RIPRAP. DIMENSIONS ON PLAN. SEE

A

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SC 1389+00

SC 1388+50

1V:1H

PLAN

SOIL CEMENT

S T

A

S T

A

N

.5

E

.8

1V:1H

SOIL CEMENT

TOE OF

24-IN DIA. PIPE

EXIST.

GROUND

EXISTING

S T

A .0

2 L

FENCE

EXISTING

S T

A .2

AS SHOWN

C-06

POINT STATION ELEVATION

A

B

C

BEGIN EXTENSION

DESCRIPTION

D

E

1+00.00

1+67.61

1+70.25

1+70.75

1+71.25

386.31

391.06

388.92

384.91

383.90

EDGE OF PROTECTION

INSIDE HEAD WALL

INVERT AT STRUCTURE

INVERT AT RCP END

F 1+74.85 383.83

F

E

D

C B

A

INVERT AT END OUTLET

F L

O W

CONSTRUCTION NOTES:

SOIL CEMENT

THROUGH C-05)

(SEE SHEETS C-01

BANK PROTECTION

CONTROL LINE

E X

T E

N S

IO

N B

E G

IN

F P

IP

E

S T

A .8

S T

A .2

E N

D O

U T

L E

T

24-IN DIA RCP DATA

R/W

OCFCD CALTRANSR/W

2%

TCE

SCALE: 1 IN = 10 FT

SCALE:1 IN = 10 FT

C-19 THROUGH C-24)

(SEE SHEETS

BIKEWAY

1.5

L S

A R

R P

H

C P

R .D

G N

BIKEWAY

EXISTING

24-IN RIPRAP

24-IN DIA RCP

CONTROL LINE OF

SECTION A-A

S N

A R

T L

A C

D C

F C

O

O C

H B

P

O C

F C

D

R/WOCHBP

2%

2%

REFERENCE NOTES:

NOTES:

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF THE BIKEWAY.

REMOVE EXISTING CHAIN LINK FENCE.

SOIL CEMENT BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF EXISTING

STORM DRAIN PER PLAN AND PROFILE HEREON.

REMOVE AND DISPOSE OF AN INTERFERING PORTION OF EXISTING

AND PER BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP EXTENSION PER PLAN AND PROFILE HEREON,

ON SHEET C-01 AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

-I

N S

A R I

C

4. FOR 24-IN DIA RCP SIDE DRAIN STRUCTURAL DETAILS, SEE SHEET S-03.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHEET S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

(PIP)

EXIST. 54- IN SARI LINE

SEE DETAILS ON SHT C-17.

CONNECTION LINE OF CULVERT FROM OPTION BID TO BASE BID.

STRUCTURAL FILL LINE OF BASE BID, SEE DETAILS ON SHT C-17.

C O

N C

R E

T E C

O L L

A R

S T

A

M A

N H

O L E

S T

A

LIMIT

EXCAVATION

APPROX

SOIL CEMENT

TOP OF

10' 14'

DG ROAD

VARIES

STRIP

VEGETATED

TO BE REMOVED

EXIST. FENCE

0 10 10 20FT

SCALE: 1''= 10'

N

COLLAR

CONCRETE

,9

.9

E ,5

,2

.8

LIMIT OF FILL

PONDING

TO PREVENT

TO DRAIN,

GRADE AREA

BW

R/W

C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHT C-17 AND

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

LEGEND:

EXISTING ASPHALT

P.I.P.

INV. 371.95

54-IN SARI

1.5H:1V

1.5H:1V

5'

2%

ENGINEERED FILL

LINE

EXCAVATION

BIKE WAY

DECOMPOSED GRANITE ROAD

TOP OF SOIL CEMENT

BANK PROTECTION SLOPE

1.5

S T

A S

C

.5

S

ID

E D

R A

IN

S

T A .6

STA. SC 1388+68.54

SIDE DRAIN STA. 1+62.60 =

STRUCTURAL DETAILS.

SHALL HAVE MINIMUM 3-IN ABOVE DESIGN SURFACE. SEE SHEET S-06 FOR

BE CAST IRON WITH H-20 TRAFFIC RATING. TOP OF MANHOLE'S ELEVATION

INSTALL 36-IN ID ECCENTRIC CONE MANHOLE. MANHOLE COVER SHOULD

SOIL CEMENT

FILL

STRUCTURAL

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

APRON

CONCRETE

SIDE DRAIN FILTER SAND

24-IN DIA. PIPE

EXIST.

FILL

ENGINEERED

FILL

ENGINEERED

LIMIT OF

WAY

BIKE

DG ROAD

SEE SHT C-26 FOR BEDDING MATERIAL & SLURRY FILL DETAILS

24-IN DIA PIPE, CLASS IV

STRIP

VEGETATED

E 1, 1, SAFETY PAYS

VALUE ENGINEERING PAYS

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W P

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-B -0

SC 1396+00

SC 1396+50

420420

420420

0+801+001+201+401+601+802+002+20

E L E

V A

T

IO

N

E L E

V A

T

IO

N

PROFILE

VARIES

S T

A

GROUND

EXISTING

DESIGN GRADE

B C

D

E

SOIL CEMENT

1V:1H

SOIL CEMENT

2%

S T

A

.3

1V:1H

SOIL CEMENT

R=

T=

L=

B.C. STA.

E.C. STA.

NORTHING

EASTING

100'

6.14'

12.26'

1+58.94

1+71.19

1,560,955.18

624,252.27

SOIL CEMENT

TOE OF

S N

A R

T L

A C

D C

F C

O

E ,5

,9

.8

N

,1

.8

S T

A

P O

B

E ,5

,9

.9

N

,3

.5

S

T A

P O

E

PLAN

INVERT EL 374.07

F L

O W

B E

G

IN

O

F B

O X E

X T

E N

S

IO

N

AS SHOWN

C-07

POINT STATION ELEVATION

A

B

C

BEGIN EXTENSION

DESCRIPTION

D

E

1+00.00

1+77.92

1+77.92

1+77.92

1+86.58

392.04

397.25

388.50

388.35

EDGE OF PROTECTION

INSIDE HEAD WALL

INVERT AT END OUTLET

INVERT AT END BOX

5-FT BY 5-FT RCB EXTENSION DATA

OCFCD CALTRANSR/W

DG ROAD

R/W

TCE

SCALE: 1 IN = 10 FT

SCALE: 1 IN = 10 FT

WILDLIFE RAMP

APRON WITH

CONCRETE

N 624,252.27 E 1,560,955.18

PI NO

PI NO 1

C-19 THROUGH C-24)

(SEE SHEETS

BIKEWAY

BIKEWAY

1.5

L S

A R

R P

H

C P

R .D

G N

BIKEWAY

EXISTING

24-IN RIPRAP

BW

S=4.54%

A T B

A N

K P

R O

T E

C T

IO

N S

T A S

C

.0

-F

T B

Y -F

T R

C B S

ID

E D

R A

IN

P

L A

N A

N D P

R O

F

IL

E

REFERENCE NOTES:

NOTES:

4. FOR 5-FT BY 5-FT RCB CULVERT STRUCTURAL DETAILS, SEE SHEET S-02.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHEET S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

EX. 54-IN SARI LINE

5- FT BY 5- FT RCB CURVE DATA

CONSTRUCTION NOTES:

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF THE BIKEWAY.

REMOVE EXISTING CHAIN LINK FENCE.

SOIL CEMENT BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF EXISTING

STORM DRAIN PER PLAN AND PROFILE HEREON.

REMOVE AND DISPOSE OF AN INTERFERING PORTION OF EXISTING

AND PER BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP EXTENSION PER PLAN AND PROFILE HEREON,

ON SHEET C-01 AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

SEE DETAILS ON SHT C-17.

CONNECTION LINE OF CULVERT FROM OPTION BID TO BASE BID.

A

M A

N H

O L E

S T

A

.5

SOIL CEMENT

TOP OF

10' 14'

DG ROAD

VARIES

STRIP

VEGETATED

(SEE SHEETS C-01 THROUGH C-05)

BANK PROTECTION

CONTROL LINE

TO BE REMOVED

EXIST. FENCED

FILL

LIMIT OF

LIMIT OF FILL

FILL

ENGINEERED

N

7°01'18"

5-FT BY 5-FT RCB

CONTROL LINE

(PIP)

54-IN SARI LINE

5-FT RCB

5-FT BY

EXIST.

(PIP)

EXIST. 54-IN SARI LINE

5-FT BY 5-FT RCB

EXISTING

C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEET C-17 AND

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

STRUCTURAL FILL LINE OF BASE BID, SEE DETAILS ON SHEET C-17.

1.5H:1V

1.5H:1V

5'

SEE SHT L-02 FOR DETAILS

PVC PIPE

S

.9

S

.9

FILL

ENGINEERED

LINE

EXCAVATION

FILL

STRUCTURAL

0 10 10 20FT

SCALE: 1''= 10'

LEGEND:

EXISTING ASPHALT

BIKE WAY

DECOMPOSED GRANITE ROAD

TOP OF SOIL CEMENT

BANK PROTECTION SLOPE

1.5

STA SC 1396+27.04

BANK PROTECTION,

SIDE DRAIN, STA 1+72.94

ALIGNMENT INTERSECTION:

S T

A S

C

.0

B A

N K P

R O

T E

C T

IO

N

S

ID

E D

R A

IN

S

T A

.9

A L

IG

N M

E N

T I

N T

E R

S E

C T

IO

N

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

STRUCTURAL DETAILS.

SHALL HAVE MINIMUM 3-IN ABOVE DESIGN SURFACE. SEE SHEET S-05 FOR

BE CAST IRON WITH H-20 TRAFFIC RATING. TOP OF MANHOLE'S ELEVATION

INSTALL 36-IN ID ECCENTRIC CONE MANHOLE. MANHOLE COVER SHOULD

A R

E M

O V

E D F

IL

T E

R S

A N

D

A

SEE SHT C-26 FOR BEDDING MATERIAL & SLURRY FILL DETAILS

5-FT X 5-FT RCB CULVERT

10'5'

PONDING

TO PREVENT

TO DRAIN,

GRADE AREA

SEE SHEET S-02

FOR DETAILS

WILD LIFE RAMP,

E N

D O

U T

L E

T S

T A

.5

2H:1V

H :1

V

H :1

V

SEE SPECIFICATIONS 35 31 19 FOR GRADATION.

24-IN DUMP RIPRAP. DIMENSIONS ON PLAN.

A

A

/2

/1

P H

SC 1399+50

SC 1400+00

420420

420420

0+801+001+201+401+601+802+002+202+40

E L E

V A

T

IO

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PROFILE

VARIES

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

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Y

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T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

POINT STATION ELEVATION

A

B

C

BEGIN EXTENSION

DESCRIPTION

D

E

1+00.00

1+87.09

1+87.09

1+87.09

1+94.93

392.57

398.70

399.00

391.00

390.86

EDGE OF PROTECTION

INSIDE HEAD WALL

INVERT AT END OUTLET

INVERT AT END BOX

5-FT BY 5-FT RCB DATA

BC

D

E

GROUND

EXISTING

DESIGN GRADE

2%

A

S T

A

.8

10'

H1:V1

TNEMEC LIOS

(SEE SHEETS C-01 THROUGH C-05)

BANK PROTECTION

CONTROL LINE

SOIL CEMENT

TOE OF

R=

T=

L=

B.C. STA.

E.C. STA.

NORTHING

EASTING

5°29'38.3991"

100'

4.80'

9.59'

1+65.83

1+75.42

1,561,265.80

624,365.97

S T

A

.9

S T

A

.0

H1:V1

TNEMEC LIOS

INVERT EL 376.12

F L

O W

B E

G

IN

O

F B

O X E

X T

E N

S

IO

N

PLAN AS SHOWN

C-08

R/W

TCE

OCFCD CALTRANSR/W

DG ROAD

SCALE: 1 IN = 10 FT

SCALE: 1 IN = 10 FT

WITH WILDLIFE RAMP

CONCRETE APRON

N 624,365.97 E 1,561,265.80

PI ID

E ,5

,2

.8

N

,4

.1

S

T A

.0

P

O E

E ,5

,2

.7

N

,2

.3

S T

A

.0

P O

B

PI NO 1

S N

A R

T L

A C

D C

F C

O

C-19 THROUGH C-24)

(SEE SHEETS

BIKEWAY

BIKEWAY

EXISTING

1.5

L S

A R

R P

H

C P

R .D

G N

24-IN RIPRAP

S=1.76%

BIKEWAY

BW

A T B

A N

K P

R O

T E

C T

IO

N S

T A S

C

.0

-F

T B

Y -F

T R

C B S

ID

E D

R A

IN

P

L A

N A

N D P

R O

F

IL

E

5- FT BY 5- FT RCB CURVE DATA

EX. 54-IN SARI LINE

5- FT BY 5- FT RCB

C0NTROL LINE

CONSTRUCTION NOTES:

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF THE BIKEWAY.

REMOVE EXISTING CHAIN LINK FENCE.

SOIL CEMENT BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF EXISTING

STORM DRAIN PER PLAN AND PROFILE HEREON.

REMOVE AND DISPOSE OF AN INTERFERING PORTION OF EXISTING

AND PER BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP EXTENSION PER PLAN AND PROFILE HEREON,

ON SHEET C-01 AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

M A

N H

O L E

S T

A

.5

14'

VARIES

STRIP

VEGETATED

DG ROAD

SOIL CEMENT

TOP OF

x

TO BE REMOVED

EXIST. FENCE

(PIP)

54-IN SARI LINE

RCB BOX

5-FT BY 5-FT

EXIST.

FILL

LIMIT OF

FILL

LIMIT OF

FILL

ENGINEERED

N

TO PREVENT PONDING

GRADE AREA TO DRAIN

(PIP)

EXIST. 54-IN SARI LINE

5'

1.5H:1V

SEE SHEET S-02

FOR DETAILS

WILD LIFE RAMP,

1.5H:1V

SOIL CEMENT

LINE

EXCAVATION

FILL

STRUCTURAL

LINE

EXCAVATION

FILL

ENGINEERED

REFERENCE NOTES:

NOTES:

4. FOR 5-FT BY 5-FT RCB CULVERT STRUCTURAL DETAILS, SEE SHEET S-02.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHEET S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

SEE DETAILS ON SHT C-17.

CONNECTION LINE OF CULVERT FROM OPTION BID TO BASE BID.

C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEET C-17 AND

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

STRUCTURAL FILL LINE OF BASE BID, SEE DETAILS ON SHEET C-17.

0 10 10 20FT

SCALE: 1''= 10'

LEGEND:

EXISTING ASPHALT

BIKE WAY

DECOMPOSED GRANITE ROAD

TOP OF SOIL CEMENT

BANK PROTECTION SLOPE

1.5

S T

A S

C

.0

B A

N K P

R O

T E

C T

IO

N

S

ID

E D

R A

IN

S

T A

.0

A L

IG

N M

E N

T I

N T

E R

S E

C T

IO

N

STA SC 1399+59.05

BANK PROTECTION,

SIDE DRAIN, STA 1+82.09

ALIGNMENT INTERSECTION:

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

STRUCTURAL DETAILS.

SHALL HAVE MINIMUM 3-IN ABOVE DESIGN SURFACE. SEE SHEET S-05 FOR

BE CAST IRON WITH H-20 TRAFFIC RATING. TOP OF MANHOLE'S ELEVATION

INSTALL 36-IN ID ECCENTRIC CONE MANHOLE. MANHOLE COVER SHOULD

A R

E M

O V

E D F

IL

T E

R S

A N

D

A

SEE SHT C-26 FOR BEDDING MATERIAL & SLURRY FILL DETAILS

5-FT X 5-FT RCB CULVERT

H :1

V

2H:1V

H :1

V

10'5'

SEE SPECIFICATIONS 35 31 19 FOR GRADATION.

24-IN DUMP RIPRAP. DIMENSIONS ON PLAN.

A

A

/2

/1

P I

P E

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

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F

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U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

SCALE:

S P

E C

N O

W P

L -1

-B -0

L D

O

SC 1413+50

SC 1414+00

420420

420420

0+400+600+801+001+201+401+601+802+002+202+40

E L E

V A

T

IO

N

E L E

V A

T

IO

N

DESIGN GRADE

2%

2%

1V:1H

SOIL CEMENT

S T

A

.5

S T

A

.5

SOIL CEMENT

1V:1H

S N

A R

T L

A C

D C

F C

O

APRON

CONCRETE

24-IN RIPRAP

1.5

A

A

REMOVE EXISTING CHAIN LINK FENCE.

REFERENCE NOTES:

NOTES:

4. FOR 48-IN DIA RCP SIDE DRAIN STRUCTURAL DETAILS, SEE SHT S-03.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHT S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

SOIL CEMENT

TOP OF DG ROAD

STRIP

VEGETATED

B E

G

IN

O

F P

IP

E

HEREON AND BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP PER PLAN AND PROFILE

N

FLAP GATE

S T

A

.2

ENGINEERED FILL

6-IN ABC

4-IN DG OVER

GROUND

EXISTING

DRAIN

GRADE TO

SIDE DRAIN FILTER SAND

STA. SC 1413+30

STA. SC 1413+95

48-IN DIA RCP

CONTROL LINE

TO PREVENT PONDING

GRADE AREA TO DRAIN

SOIL CEMENT

TOE OF

THE BIKEWAY.

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF

K M

NO

POINT STATION ELEVATION DESCRIPTION

48-IN DIA SIDE DRAIN DATA

1.5H:1V

1.5H:1V

48-IN DIA PIPE, CLASS IV

10-FT

LINE

EXCAVATION

FILL

ENGINEERED

SOIL CEMENT

LINE

EXCAVATION

FILL

STRUCTURAL

C-26 FOR DETAILS

SLURRY FILL, SEE SHEET

BEDDING MATERIAL &

A T B

A N

K P

R O

T E

C T

IO

N S

T A S

C

-I

N D

IA

R

C P S

ID

E D

R A

IN

P

L A

N A

N D P

R O

F

IL

E

RCP

FINISHED GRADE

SEE SPECS 31 00 00

SIDE DRAIN FILTER SAND

N.T.S.

0 10 10 20FT

SCALE: 1''= 10'

LEGEND:

EXISTING ASPHALT

BIKE WAY

DECOMPOSED GRANITE ROAD

TOP OF SOIL CEMENT

BANK PROTECTION SLOPE

L S

A R

R P

H

C P

R .D

G N

AS SHOWN

C-09

B A

N K P

R O

T E

C T

IO

N

S T

A S

C

S T

A

.0

S

ID

E D

R A

IN

(PIP)

APPROX. INVERT EL. 382.54

EXIST. 54-IN SARI LINE

BANK PROTECTION STA. SC 1413+60

SIDE DRAIN STA. 1+40.00 =

E ,5

,6

.1

N

,5

.8

S T

A

.0

E ,5

,6

.3

N

,4

.8

S T

A

.0

F L

O W

EXCAVATION

LIMIT OF

BOUNDARY

WITHIN EXCAVATION

REMOVE AND DISPOSE

42-IN SEWER LINE.

EXIST. ABANDONED

(SEE SHTS C-01 TO C-05)

BANK PROTECTION

CONTROL LINE

TO BE REMOVED

EXIST. FENCE

ROW

(SEE SHTS C-19 TO C-24)

BIKEWAY

SCALE: 1 IN = 10 FT

HEREON AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

A

D

B C

E F

G

L

O

N

M

L

K

J

H

G

F

E

D

C

B

A

1+11.00

0+91.00

0+91.00

1+06.00

1+11.00

1+54.24

1+48.58

1+48.08

1+47.58

1+45.00

1+20.00

1+18.75

1+06.00

0+96.00

NW CORNER OF CONCRETE APRON

SW CORNER OF CONCRETE APRON

SE CORNER OF CONCRETE APRON

POINT AT EDGE OF CONCRETE APRON

NE CORNER OF CONCRETE APRON

INVERT AT END OUTLET

INVERT AT BEGIN OUTLET

INVERT AT RCP END

INSIDE OUTLET HEADWALL

TOP OF BANK PROTECTION

INSIDE INLET HEADWALL

INVERT AT RCP BEGIN

INVERT AT BEGIN INLET

DROP POINT

397.50

397.70

396.20

395.50

396.48

393.53

393.65

394.68

400.65

402.77

403.02

395.25

395.50

395.70

STRUCTURAL FILL

1.5

R E

V

IS

E D S

ID

E D

R A

IN

IN

L E

T

A

18-IN

.4

LIMIT OF FILL

5'

10'5'

2H:1V

H :1

V

H :1

V

J H

SPECIFICATIONS 35 31 19 FOR GRADATION.

24-IN DUMP RIPRAP. DIMENSIONS ON PLAN. SEE

CONCRETE APRON

HEREON AND DETAILS ON SHEET S-04.

CONSTRUCT INLET STRUCTURE PER PLAN AND PROFILE

VARIES

14'

10' TOWARD INLET

TO HAVE POSITIVE FLOW

FINAL GRADING LINE

SCALE: 1 IN = 10 FT

CONSTRUCTION NOTES:

PROFILE

A

PLAN

SECTION A-A

(PIP)

EXIST. 54-IN SARI LINE

STA. SC 1414+10

TO SC 1415+00

FROM STA. SC 1413+30

24-IN RIPRAP

A

A /2

/1

A

A

24-IN RIPRAP

6-IN ABC

4-IN HMA OVER

BIKEWAY

5'10'12.75'

SLAB

CONCRETE

4-IN

EASEMENT

POWER LINE

C

C

C

C x x

AS SHOWN

C-17

L S

A R

R P

H

C S

C .D

G N

OCFCD CALTRANS

R/W

OCFCDOCHBP

1.5

TCE

OCFCDOCHBP

EXCAVATION

TCER/W

OCFCD CALTRANS

R/W

T Y

P

IC

A L S

E C

T

IO

N S

FROM STA. BW 20+00 TO STA. BW 42+40

TYP. SECTION 1 - BIKE WAY SECTION

(APPROX. FROM STA. BW 42+40 TO STA. BW 69+40)

FROM STA. SC 1386+00 TO STA. SC 1413+30

TYP. SECTION 2 - SOIL CEMENT BANK PROTECTION

OCFCDOCHBP CALTRANS

TCE

R/WR/W

x x

R/W x x

R/W

DAYLIGHT

APPROX. EXCAVATION

GRADE

EXIST.

12-IN STRIPPING

10'

.5

BA

OCFCDOCHBP CALTRANS

x x x x

8'

R/W R/W

EXCAVATION

DAYLIGHT

APPROX. EXCAVATION

GRADE

EXIST.

GRADE

EXIST.

EXIST. SOIL CEMENT

BIKEWAY

4-IN HMA OVER 6-IN ABC

LINE

SARI

GRADE

EXIST.

BIKEWAY

4-IN HMA OVER 6-IN ABC

SOIL CEMENT

EXIST. TOP OF

12-IN STRIPPING

GRADE

EXIST.

E

DC

B

BA

.5

10'

F

ED

SOIL CEMENT

EXIST. TOP OF

EXIST. CABLE FENCE

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

LINE

SARI

LINE

SARI

LINE

SARI

12-IN STRIPPING

CABLE FENCE

TOP OF

LINE

SARI

DRAIN

EXIST.

FILL

COMPACTED

SLOPE

TOE OF

OCFCDOCHBP CALTRANS

R/W R/W

LINE

SARI

VARIES

DESIGN GRADE

DRAIN

EXIST.

E

CABLE FENCE

EXIST.

OUTLET

EXIST.

SLOPE

EXIST.

SLOPE

EXIST.

OUTLET

EXIST.

BA

AT SIDE DRAIN STA. SC 1388+68.54, SC 1396+27.04, SC 1399+59.00

TYP. SECTION 2-B - SOIL CEMENT BANK PROTECTION

CULVERT

CULVERT

H

GF

E

D

CBA

SC

SC

SC

SC

SC

SC

OPTION-3: FROM STA. SC 1414+28.7 TO STA. SC 1420+25.64

FROM STA. SC 1413+30 TO STA. 1414+28.70

TYP. SECTION 3 - SOIL CEMENT BANK PROTECTION

3-IN HMA

x x x x

FENCE (TYP.)

TEMPORARY

(TYP.)

CABLE FENCE

PERMANENT BIKE WAY

OPTION 1

ENGINEERED FILL

STRUCTURAL FILL

STRUCTURAL FILL

ENGINEERED FILL

ENGINEERED FILL

LIMIT OF FILL

ROAD

EXIST.

EXIST. SOIL CEMENT

SAND

STRUCTURAL FILL

95% COMP.

8-IN PVC SDR 21

VEGETATED STRIP NOT SHOWN FOR CLARITY

NOTE:

4-FT

REFER TO LANDSCAPE SHEETS FOR DETAILS

ATRIUM GRATE.

WITH 12-IN EXTENSION &

18-IN CATCH BASIN

16-FT

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

1.5

SOIL CEMENT

TOE OF

(APPROX. FROM STA. BW 42+40 TO STA. BW 69+40)

FROM STA. SC 1386+00 TO STA. SC 1413+30

TYP. SECTION 5 - BIKEWAY SECTION

AT SIDE DRAIN STA. SC 1388+68.54, SC 1396+27.04, SC 1399+59.00

TYP. SECTION 5-B - BIKEWAY SECTION

FROM STA. BW 69+40 TO STA. BW 87+06.64

TYP. SECTION 4 - BIKEWAY SECTION

1'

1'

1'

--SEE SHEET S-03 FOR PIPE CONNECTION

-SEE SHEET S-02 FOR BOX CONNECTION AND

CONNECT CULVERT TO EXIST. ONE

DETAILS

STRUCTURAL

SEE S-05 FOR

MANHOLE,

FILL

ENGINEERED

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

1.5

1.5

1.5

M

IS

C C

L A

R

IF

IC

A T

IO

N S

/2

/1

J

U A

CALTRANS

(TYP.)

PERMANENT BIKEWAY

4-IN HMA OVER 6-IN ABC

(TYP.)

BASE BID

TEMPORARY BIKEWAY

3-IN HMA

(TYP.)

BASE BID

TEMPORARY BIKEWAY

3-IN HMA

(TYP.)

OPTION 1

3-IN HMA

(TYP.)

OPTION 1

3-IN HMA

48-IN PIPE. SEE SHT C-09 FOR DIMENSION.

SIDE DRAIN FILTER SAND AROUND THE

BIKEWAY AND TEMPORARY FENCE OF OPTION 1.

PERMANENT FENCE BEFORE DEMOLISHING THE TEMPORARY

CONTRACTOR SHALL BUILD THE PERMANENT BIKEWAY AND

BASE BID.

LANDSIDE BEFORE DEMOLISHING THE TEMPORARY BIKEWAY OF

CABLE FENCE ON THE CHANNEL SIDE, & TEMPORARY FENCE ON

CONTRACTOR SHALL BUILD TEMPORARY BIKEWAY OF OPTION 1,

BIKEWAY.

BID & TEMPORARY FENCE BEFORE DEMOLISHING THE EXISTING

8. CONTRACTOR SHALL BUILD THE TEMPORARY BIKEWAY OF BASE

HEIGHT OF SC BANK IS COMPLETED.

AND TRIM IT TO THE FINISHED SURFACE AFTER THE REQUIRED

MINIMUM OF 1-FT BEYOND THE REQUIRED FINISHED SURFACE

7. CONTRACTOR SHALL OVERBUILD SOIL CEMENT LAYER BY A

SC 1385+00 TO STA. SC 1416+00.

6. INSTALL TEMPORARY CHAIN LINK FENCE AT TCE LIMIT FROM STA.

CHANNEL, RESPECTIVELY.

HAVE POSITIVE DRAINAGE TOWARD THE SWALE AND THE FLOW

5. FINAL GRADING ON LAND SIDE AND RIVER SIDE OF SC SHALL

LOCATED WITHIN THE LIMITS OF THIS CONTRACT.

4. CONTRACTOR SHALL PROTECT IN PLACE THE 54-IN SARI LINE

WITH PERMANENT BIKEWAY ON SHEETS C-19 THROUGH C-21.

3. EXISTING TEMPORARY BIKEWAY AND FENCE SHALL BE REPLACED

EARTHWORK.

2. FOR COMPACTION REQUIREMENTS, SEE SPEC SECTION 31 00 00 -

1. SECTIONS ARE LOOKING UP-STATION.

NOTES

A

A

A

A

A A

A

A

A

A

A

A

TO SC 1415+00

APPROX. FROM STA. SC 1414+00

WITHIN EXCAVATION BOUNDARY,

REMOVE AND DISPOSE

APPROX. INVERT EL. 373

SEWER LINE

EXIST. ABANDONED 42-IN RCP

A

HEADER

2-IN X 6-IN REDWOOD

HEADER

2-IN X 6-IN REDWOOD

HEADER

REDWOOD

2-IN X 6-IN

HEADER

2-IN X 6-IN REDWOOD A

A

A

A

6-IN ABC

4-IN DG OVER

6-IN ABC

4-IN DG OVER

6-IN ABC

4-IN DG OVER

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

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F E

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IN

E E

R S

L O

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N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

SCALE:

S P

E C

N O

W P

L -1

-B -0

L D

O

2%

2%

2%2% 2%

2% 2%

2%

2%

2%

2%

FOR LOCATION

SEE PLAN & PROFILE SHT

VEGETATED SWALE

AND WIDTH OF UPLAND AREA MIX = VARIES

H - WIDTH OF FILL WITHIN CALTRANS R/W

G - WIDTH OF UPLAND AREA MIX, VARIES.

F - WIDTH OF BIKEWAY SHOULDER = 2-FT (MIN.)

E - WIDTH OF PERMANENT BIKEWAY = 14-FT

D - WIDTH OF BIKEWAY SHOULDER = 2-FT

C - WIDTH OF VEGETATED STRIP, VARIES.

B - WIDTH OF DG ROAD = 14-FT

A - WIDTH OF SOIL CEMENT = 10-FT ±

S

IL

E

M E N T

S

IL

M E

LIMIT

EXCAVATION

APPROX.

OF BANK PROTECTION

CONTROL LINE

R/W

TOE OF SOIL CEMENT

SOIL CEMENT

EXIST. TOP OF

10-FT (TYP.)

SOIL CEMENT

TOP OF

EXISTING SOIL CEMENT

JOINT BETWEEN NEW AND

R/W

DG ROAD

TCE

(PIP)

SARI LINE

EXIST. 54-IN

SEE NOTE 1

EXISTING SOIL CEMENT,

JOINT BETWEEN NEW AND

EXTERIOR SURFACE

DAYLIGHT

EXCAVATION

DAYLIGHT

EXCAVATION

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

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D B

Y

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U .S

A R

M Y E

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E E

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C H

E C

K E

D B

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O R

A N

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C A

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IF

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(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

TCE

AS SHOWN

C-18

0 20 20 40FT

SCALE: 1''= 20'

L S

A R

R P

H

C S

P .D

G N

T R

A N

S

IT

IO

N A

L P

L A

N S

E C

T

IO

N

A N

D D

E T

A

IL

S

A

A

A

A

/2

/1

AT SECTION BEGINNING

DETAIL 3 - SC RAMP

H :1

V

N.T.S.

N.T.S.

AT SECTION END

DETAIL 2 - SC RAMP

H :1

V

H :1

V

N.T.S.

H :1

V

TYPICAL SECTION ALONG DOWNSTREAM TRANSITION

SECTION A-A

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

SC C.L.

DG ROAD

DG ROAD

EXIST.

SC SLOPE

EXIST.

FILL LINE

ENGINEERED

X

IS

T T

O E O

F S

O

IL

C

E M

E N

T S

T A S

C

.0

NOTES

CEMENT.

PRIOR PLACING NEW SOIL CEMENT. SEE DETAILS IN SECTION 032500 SOIL

2. CONTRACTOR SHALL GROOVE PREVIOUS PLACED SOIL CEMENT SURFACE

CEMENT.

1. PROVIDE SMOOTH EXTERIOR JOINT BETWEEN THE EXISTING AND NEW SOIL

N.T.S.

DETAIL 1 - SC WRAP-AROUND

PLAN

SCALE: 1-IN = 20-FT

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

RAMP

SC C.L.

DG ROAD

SOIL CEMENT

SOIL CEMENT

TOE OF

DAYLIGHT

EXCAVATION

SOIL CEMENT

TOP OF

DG ROAD SOIL CEMENT

STRUCTURAL FILL

ENGINEERED FILL LINE

FILL LINE

ENGINEERED

FILL

STRUCTURAL

SC C.L.

EXIST. TOE OF

ASPH

A FLOW

V :1

H

V :1

H

V A

R

IE

S

10'

14'

CEMENT

SOIL

DG ROAD

A

10'

T

O F

T

T R

A N

S

IT

IO

N

T

O

F

T

V A

R

IE

S

T R

A N

S

IT

IO

N

OF BANK PROTECTION

CONTROL LINE

BIKE WAY

1.5

N

SOIL CEMENT

EXISTING

EXCAVATION

SEE SECTION 03 25 00

GROOVES

STRUCTURAL FILL

EXISTING ASPHALT

BURIED UNDER FILL

SOIL CEMENT

STRIP

VEGETATED

H :1

V

J U

M

IS

C C

L A

R

IF

IC

A T

IO

N S

ABC

1.5

BANK PROTECTION SLOPE

TOP OF SOIL CEMENT

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVERSS

S C

S C

S C

ASPH

ASPH

392.10

HV-18

392.10

HV-18

N 624,200 N 624,000

E

E

E

E

ASPH

SANTA ANA RIVER TRAIL

N 624,400

E

E

E

E

ASPH

ASPH

N 62 4,40

E

E

E

E

E

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

8/25/2015

SHEET

Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

B W

B W

B W

B W

B W

B W

B W

B W

B W

B W

S C

S C

B W

B W

B W

B W

B W

B W

B W

B W

B W

B W

S C

S C

S C

S C

B W

B W

B W

B W

B W

B W

B W

B W

B W

B W

S C

S C

.0

M A

T C

H L

IN

E L

O W

E R L

E F

T M

A T

C H L

IN

E L

O W

E R L

E F

T

M A

T C

H L

IN

E U

P P

E R R

IG

H T

M A

T C

H L

IN

E U

P P

E R R

IG

H T

54-IN SARI LINE

54-IN SARI LINE

2'

2'

2'

2'

2'

N 624,000

E ,5

,5

E ,5

,0

N 624,500

CONSTRUCTION NOTES:

0 50 50 100FT

SCALE: 1''= 50'

AS SHOWN

C-20

N 624304.16 E 1561125.53

N 624495.66 E 1562114.11

N 624369.65

E 1562915.46

TCE

TCE

R/W

R/W

R/W

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING FENCE

EXISTING

R/W

R/W

TCE

TCE

BW PI(4)

BW PI(5)

BW PI(6)

HORIZONTAL CONTROL POINTS AND CURVE DATA

BW - PERMANENT BIKEWAY

L S

A R

R P

H

C S

P .D

G N

S T

A B

W

S

E E C -1

S T

A B

W

S

E E C -2

EC STA

BC STA

L =

T =

R =

EASTING

NORTHING

STATION

PI ID

58+79.16

49+98.03

881.13'

443.88'

2,945'

17°08'33.49"

1,561,125.53

624,304.16

BW PI(4)

69+73.3

59+00.17

1,073.20'

542.06'

3,090'

19°53'58.49"

1,562,114.11

624,495.66

BW PI(5)

73+58.12

71+25.96

232.16'

116.56'

1,045'

12°43'44.13"

1,562,915.46

624,369.65

BW PI(6)

S T

A

B W

REFERENCE NOTES:

NOTES:

ENGINEERED FILL

LIMIT OF

ENGINEERED FILL

LIMIT OF

FILL

ENGINEERED

LIMIT OF

9C-2. DETAILS ON SHEET C-25.

PLACE 6-IN YELLOW DASHED STRIPE PER MUTCD FIGURE

DETAILS ON SHEET C-25.

PLACE DETAIL 27B STRIPE PER CALTRANS STD PLAN A20B,

S…