Exhibit_2_-_Record_Drawings.pdf

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P A C I F I C

O C E A N

VICINITY MAP

SANTA ANA, CALIFORNIA

SAN DIEGO COUNTY

SAN BERNARDINO COUNTY

LOS ANGELES

SANTA ANA

ANAHEIM

SAN JUAN CAPISTRANO

EL TORO

SAN CLEMENTE

DANA POINT

LAGUNA BEACH

NEWPORT BEACH

HUNTINGTON BEACH

SUNSET BEACH

LA HABRA

FULLERTON PLACENTIA

YORBA LINDA

FOUNTAIN VALLEY

WESTMINSTER

COSTA MESA

ORANGE

GARDEN GROVE

SEAL BEACH

LOS ALAMITOS

CYPRESS

LA PALMA

MODJESKA

MISSION VIEJO

CLEVELAND

NATIONAL

FOREST

PREPARED BY

PREPARED UNDER RESPONSIBLE CHARGE OF:

DATE

COUNTY OF ORANGE

SUBMITTED:

RECOMMENDED:

DATE

DATE

OC COMMUNITY RESOURCES/OC PARKS

OC PARKS PLANNING AND DESIGN DIVISION

SCOTT THOMAS, MANAGER

MAY 2017

SUSAN BRODEUR, PROJECT MANAGER

APPROVED:

DATE

OC PARKS

OC COMMUNITY RESOURCES

PLANS FOR CONSTRUCTION OF

OC PARKS PROJECT

IRVIN

E A

VE

UNIVERSITY DRIVE

BROWN TRAIL

UPPER NEWPORT

BAY NATURE PRESERVE

BR

OW

N

TR

AIL

GRANADA WAY

SEAWIND DR

SILV

ER LN

GOLDEN CIR

ANNIVERSARY LN

BAY VIEW BRIDGE

TEMPORARY REPAIRS

FUNDED BY: OC PARKS

13042 OLD MYFORD ROAD

IRVINE, CA 92602

BENCH MARK

1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES LINES AND STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, AND SHALL BE RESPONSIBLE FROM

PROTECTING FROM DAMAGE.

2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR

STRUCTURES NOT SHOWN ON THESE PLANS.

3. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, "CONSTRUCTION SAFETY ORDERS".

THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S AND SUBCONTRACTORS'

COMPLIANCE WITH THE FEDERAL AND STATE REGULATIONS.

4. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL AGREE TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE CIVIL ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND

SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.

6. WORK ITEMS WITH APPROXIMATE QUANTITIES:

NORTH ABUTMENT

- INJECT GROUT UNDER ABUTMENT = 20 CUBIC FEET

- FILL VOID WITH ROCK SLOPE PROTECTION AND CONTROLLED LOW STRENGTH MATERIAL =

5 CY (8 TONS)

SOUTH ABUTMENT

- FILL VOID BEHIND ABUTMENT WITH CONTROLLED LOW STRENGTH MATERIAL = 4 CY

- INJECT GROUT UNDER ABUTMENT = 100 CUBIC FEET

- STEEL H-PILES = 4 HP14x30' LONG (2 PAIRS WELDED AT TOP)

- STEEL THREADED RODS = 2 #11 (1-3/8" DIAM) TRIMMED TO FIT AFTER TENSIONING

DESCRIBED BY OCS 2001 - FOUND 3 3/4" OCS ALUMINUM

BENCHMARK DISK STAMPED "NB6-20-71", SET IN THE TOP OF

A 4 IN. BY 4 IN. CONCRETE POST. MONUMENT IS LOCATED IN

THE SOUTHWEST CORVER OF THE INTERSECTION OF IRVINE

AVENUE AND MONTE VISTA, 44 FT. SOUTHWEST OF THE

CENTERLINE OF MONTE VISTA AND 39.5 FT. NORTHWEST OF

THE CENTERLINE OF IRVINE AVENUE. MONUMENT IS SET

DOWN 0.1 FT. FROM THE TOP OF CURB

ANNIVERSARY LN

IRVINE

COUNTY

RIVERSIDE COUNTY

LOCATION MAP

175 Technology Drive Suite 200 Irvine California 92618 USA T 1 949 648 5200 F 1 949 648 5299 W www.ghd.com

GHD Inc.

SUBMITTED:

CRAIG R. LEWIS

N

N

ENGINEER'S NOTICE TO CONTRACTOR

ACCESS TO SOUTH ABUTMENT

ACCESS TO NORTH ABUTMENT

PROJECT LOCATION

PROJECT LOCATION

SHEET OF DRAWING NUMBER DESCRIPTION

GENERAL

1 G- 001 TITLE SHEET

STRUCTURAL

2 S- 101 PLAN VIEW

3 S- 301 PROFILE VIEW

4 S- 501 STRUCTURAL DETAILS

5 S- 901 SITE PHOTOS AND ROD DETAIL

6 S- 902 BEARING PLATE RETROFIT

H-

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5/3

1/1

DYLAN WRIGHT, DIRECTOR

W.O. EN30842

OC PARKS PLANNING AND DESIGN DIVISION

STACY BLACKWOOD, DIRECTOR

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INDEX OF SHEETS

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RECORD DRAWINGS

WHILE THE INFORMATION SHOWN IS BELIEVED TO BE

ACCURATE, OCCR/OC PARKS DESIGN WILL NOT BE

RESPONSIBLE FOR OMISSIONS, ERRORS OR INACCURACIES

AS-BUILT

12/11/2017

12'

0 10'5'

PLAN

NORTH

S-101

PLAN

SCALE: 1"=5'

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EXISTING SOUTH CONCRETE ABUTMENT

1 38 " DIAM THREADED BAR THRU

ABUTMENT AND TOP OF H-PILE

EXISTING BRIDGE

EXISTING NORTH CONCRETE ABUTMENT

ROCK SLOPE PROTECTION AND FILL WITH

CONTROLLED LOW STRENGTH MATERIAL

INJECT NON-SHRINK GROUT UNDER SOUTH ABUTMENT

CONCRETE, SEAL EDGES TO ENSURE EVEN GROUT

DISTRIBUTION BETWEEN CONCRETE AND BEARING SOIL

FILL VOID BEHIND ABUTMENT WITH CONTROLLED LOW-STRENGTH MATERIAL

S-901

S-901

S-901

S-901

S-901

S-901

INJECT NON-SHRINK GROUT UNDER

NORTH ABUTMENT WHERE CONCRETE IS

SEPARATED FROM BEARING SOIL

S-301

S-301

LIMIT OF EXCAVATION

(SEE NOTE 1)

PAIR HP-14 x 120 H-PILES

15'

6'

PAIR HP-14 x 120 H-PILES

A S-501

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1. THE CONTRACTOR SHALL EXCAVATE FOR AND INSTALL EACH PAIR OF H-PILES

SEPARATELY (IN TWO PHASES) TO MAINTAIN ACCESS ALONG THE BAY TRAIL.

2. COVER OPEN EXCAVATIONS WITH STEEL TRAFFIC PLATES AT END OF EACH DAY.

3. JACK EXISTING SOUTH ABUTMENT PLUMB PRIOR TO BACKFILLING.

GENERAL NOTES:

LIMIT OF TRENCHING

LIMIT OF TRENCHING

5/3 1/1

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WING WALL IMPROVEMENTS

PER DETAIL

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S-3013

RECORD DRAWINGS

WHILE THE INFORMATION SHOWN IS BELIEVED TO BE

ACCURATE, OCCR/OC PARKS DESIGN WILL NOT BE

RESPONSIBLE FOR OMISSIONS, ERRORS OR INACCURACIES

EL

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-10

-5

-10

-5

0+00 0+50 1+00 1+34 -20

-15-15

-20

EXISTING GRADE

EXISTING BRIDGE

ROCK SLOPE PROTECTION AND FILL WITH

CONTROLLED LOW STRENGTH MATERIAL

EXIST.SOUTH ABUTMENT

NORTH ABUTMENT

35' LONG HP14x102 H-PILE

GROUT DETAIL

S-301

GROUT DETAIL 2

S-301

BOTTOM OF TRENCH

THREADED BAR

A

S-501

BOTTOM OF

EXCAVATION

5'

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0 10'5'

S-301

PROFILE

SCALE: 1"=5' HORIZ. 1"=5' VERT.

PLYWOOD TEMPORARY FORMWORK

EXISTING SOUTH ABUTMENT

INJECT NON-SHRINK

GROUT INTO VOID AND

UNDER ABUTMENT BLOCK

S-301

SOUTH ABUTMENT GROUT DETAIL

SCALE: 1"=1'-0"

S-301

NORTH ABUTMENT GROUT DETAIL

SCALE: 1"=1'-0"

PLYWOOD TEMPORARY FORMWORK

EXISTING NORTH ABUTMENT

INJECT NON-SHRINK

GROUT INTO VOID AND

UNDER ABUTMENT BLOCK

12" MIN INTO NATIVE EARTH

TOP OF ROCK AT ELEV. +20

TOE OF ROCK AT ELEV. +10.25

BOTTOM OF ROCK AT ELEV. +9

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PLAN

NORTH

5'

SAWCUT AC

TEMPORARY FORMWORK

FILL VOID WITH CONTROLLED

LOW-STRENGTH MATERIAL

AND COVER WITH 4" THICK AC

EXIST. AC LIMIT

EXISTING ABUTMENT

12" MIN. EMBED (TYP.)

12" MIN.

(TYP. BOTH

SIDES)

#4 EPOXY BAR (6 TOTAL)

W/ 8" EMBED. INTO EXIST.

WING WALL AT 24", 48"

AND 72" DOWN FROM

TOP OF WING WALL.

S-301

SOUTH ABUTMENT WINGWALL IMPROVEMENTS

SCALE: 1"=2'-0"

12" MIN. INTO NATIVE EARTH

4 " X 10" LONG HDG

LAG BOLTS IN 2

PILES (4 PER PILE)

RECORD DRAWINGS

WHILE THE INFORMATION SHOWN IS BELIEVED TO BE

ACCURATE, OCCR/OC PARKS DESIGN WILL NOT BE

S-501

SECTION

SCALE: 1"=1'-0"

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FROM CITY OF NEW PORT BEACH PUBLIC WORKS DEPART, UPPER NEWPORT BAY BICYCLE

AND EQUESTRIAN TRAILS PROJECT, PRE-FAB BRIDGE DETAILS, DATED JULY 1986.

S-501

SOUTH ABUTMENT SECTION, AS-BUILT (REFERENCE)

NOT TO SCALE

FROM CITY OF NEW PORT BEACH PUBLIC WORKS DEPART, UPPER NEWPORT BAY BICYCLE

AND EQUESTRIAN TRAILS PROJECT, PRE-FAB BRIDGE DETAILS, DATED JULY 1986.

S-501

SOUTH ABUTMENT PLAN, AS-BUILT (REFERENCE)

NOT TO SCALE

0 2'1'1/2'

2'-0" MIN (SEE NOTE 1)

4'

DE

EP

T

RE

NC

H

3/

4"

1'- 6 1

/2"

10° HP14x102

EXIST FINISHED GRADE

EXCAVATION PIT LIMITS

THREADED BAR ASSEMBLY

(SEE DETAIL SHEET S-901)

3'- 5"

5'

DE

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2"

BOTTOM OF TRENCH

2"

1' OFFSET TYP.

1. THE CONTRACTOR SHALL ALLOW A MINIMUM OF TWO FEET OF THREADED BAR

BEYOND THE H-PILE DEAMAN TO INSTALL A HYDRAULIC JACK AND TENSION THE

BAR TO JACK THE EXISTING SOUTH ABUTMENT PLUMB PRIOR TO BACKFILLING.

JACKING SHALL BE OBSERVED BY ENGINEER AND THE MAXIMUM TENSION ON

THREADED BAR SHALL NOT EXCEED 10 KIPS WITHOUT APPROVAL BY ENGINEER.

2. FIELD VERIFY LOCATIONS OF EXISTING REBAR WITH REBAR LOCATOR PRIOR TO

CORE DRILLING TO AVOID HORIZONTAL BAR SHOWN ON AS-BUILT DRAWINGS.

3. BACKFILL TRENCHES AND PITS WITH CRUSHED AGGREGATE BASE AND

RESURFACE WITH 4" MINIMUM ASPHALT PAVEMENT PER SPECIFICATIONS.

CONSTRUCTION NOTES:

2" DIAM. CORE DRILL THRU

EXIST CONCRETE ABUTMENT

(SEE NOTE 2)

12 x 12 x 12 THICK STEEL PLATE WELDED TO SIDES

OF DIAGONAL PILE AS GUIDE FOR VERTICAL PILE

(FIELD WELD AFTER INSTALLATION OF PILE)

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RECORD DRAWINGS

WHILE THE INFORMATION SHOWN IS BELIEVED TO BE

ACCURATE, OCCR/OC PARKS DESIGN WILL NOT BE

THREADED STEEL ROD

SIZE #11 (1-3/8" DIAM)

PRE-GROUTED CORRUGATED

PLASTIC SHEATHING

HEX NUT

BEARING PLATE

H-PILE

TAPE

FILL VOIDS WITH

CEMENT GROUT

COVER CAP

FILL VOIDS WITH

CEMENT GROUT

COVER CAP

HEX NUT

BEARING PLATE

EXIST. CONCRETE ABUTMENT

GALV STEEL PIPE

GROUT SLEEVE

TAPE

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1 D ec em be r 2

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S-901

SI

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P

HO

TO

S

AN

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TA

IL

J.P

AN

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MS

PS

/M

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N

5 SOUTH ABUTMENT ABUTMENT ROTATION 6 SOUTH ABUTMENT VOID BEHIND ABUTMENT

1 NORTH ABUTMENT EMBANKMENT EROSION 2 SOUTH ABUTMENT EMBANKMENT EROSION 3 SOUTH ABUTMENT EMBANKMENT EROSION 4 SOUTH ABUTMENT EMBANKMENT EROSION

EXPOSED WOOD PILE

EMBANKMENT EROSION

EMBANKMENT EROSION

EMBANKMENT EROSION

EXPOSED WOOD PILE

EMBANKMENT EROSION

EMBANKMENT EROSION

CONCRETE ABUTMENT

CONCRETE ABUTMENT CONCRETE ABUTMENT

CONCRETE ABUTMENT

EMBANKMENT EROSION

TRUSS IN CONTACT WITH CONCRETE

VOID BEHIND ABUTMENT

S-901

SOUTH ABUTMENT THREADED ROD PROTECTION DETAIL

SCALE: NTS

H-

PI

LE

S

AN

D

TE

NS

IO

N

RO

DS

5/3

1/1

RI

P

RA

P

DI

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NS

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V.

8/2

5/1

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CO

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RECORD DRAWINGS

WHILE THE INFORMATION SHOWN IS BELIEVED TO BE

ACCURATE, OCCR/OC PARKS DESIGN WILL NOT BE

1'- 0"

3/

4"

4 " CHAMFER

EXIST. 1" Ø

ANCHOR

BOLTS

EXIST. 1" THICK BEARING

FACE OF CONCRETE

ABUTMENT

3"

EXIST. CONC. WINGWALL

EXIST. 1" THICK ELASTOMERIC

BEARING PAD LIMIT

FACE OF EXIST. CONCRETE WING WALL

8"

1'-2"

EXIST. 1" THICK ELASTOMERIC

BEARING PAD

EXIST. 1" THICK STEEL BEARING PLATE

EXIST. 38 " THICK STEEL

BEARING PLATE

3"

EXIST. 1" Ø

ANCHOR BOLT

9"

19" x 14" x 1" THICK 60A DUROMETER NEOPRENE RUBBER BEARING

PAD, FLUSH AGAINST EXISTING ABUTMENT FACE OF WALL

1'- 8"

8"

DRILLED HOLE INTO CONC. SHALL BE 11

8 " DIAMETER.

DRILLED HOLE THROUGH ELASTOMERIC PAD AND

STEEL PLATE SHALL BE 1 1

4" DIAMETER.

1" DIAM. HOT DIPPED GALV. THREADED ROD

W/ 10" EMBEDMENT, SINGLE HEX NUT AND LOCK

WASHER. SECURED W/ HILTI HIT-RE 100 EPOXY

OR APPROVED EQUAL (TYP.)

10"

BACK FACE OF EXIST. CONC. ABUTMENT

1'-11 1/2"

8" 4" x 14" x 1" THICK BENT PLATE, UNPAINTED WEATHERING

STEEL (SEE NOTE 2) 1

8"

4 " CHAMFER

13.5"

FACE OF CONC. ABUTMENT

R = 2"

(SEE NOTE 3)

Sheet Reference Number

Sheet

D E

S I G

N E

D

B

Y

D R

A W

N

B Y

C H

E C

K E

D

B Y

D R

A W

I N

G

C

O D

E

S C

A L

E

D A

T E

C O

U N

O

R A

N G

E

B A

Y

V

I E

W

B

R I D

G E

T E

M P

O R

A R

Y

R

E P

A I R

S

M

M U

N I T

Y

R

E S

O U

R C

E S

P R

O J

N

O

P R

O F

E S

S I O

N A

L

S

E A

L

D A

T E

D A

T E

S H

E E

T

T I T

L E

P R

O J E

C T

F I L

E

N

A M

E

P L

T

E

W O

E

N

E N

G I N

E E

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Pl ot

Da te:

1 D ec em be r 2

7 -

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S-502

ADDITIONAL BEARING PLATE BRACKET (WEST)

SCALE: 3" = 1'-0"

A

S-502

ADDITIONAL BEARING PLATE BRACKET

SCALE: 3" = 1'-0"

LEGEND

= NEW STEEL ELEMENT

= ELASTOMERIC PAD

PL

AN

NO

RT

H

PLAN

CONSTRUCTION NOTES:

1. MIRROR WEST FOR EAST SIDE OF SOUTH ABUTMENT.

2. NEW BRACKET SHALL BE MANUFACTURED FROM ASTM A606, TYPE IV STEEL PLATE.

3. WELD FILLER MATERIAL SHALL BE EITHER AWS E7018 STICK, ER70S - 3/6 SOLID WIRES, E70C-6M METAL-CORED WIRE OR E71T-1/9 C/M

FLUX-CORED WIRES.

4. VERIFY REBAR LOCATION PRIOR TO MANUFACTURE AND INSTALLATION OF BRACKET.

SECTION

H-

PI

LE

S

AN

D

TE

NS

IO

N

RO

DS

5/3

1/1

RI

P

RA

P

DI

ME

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NS

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CO

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RE

CO

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S-902

BE

AR

IN

G

PL

AT

E

RE

TR

OF

IT

J.P

AN

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MS

PS

/M

C

CL

AS

S

HO

W

N

RECORD DRAWINGS

WHILE THE INFORMATION SHOWN IS BELIEVED TO BE

ACCURATE, OCCR/OC PARKS DESIGN WILL NOT BE