20260709_Armstrong_100%_Plans_rev_1_-_Approved_(Signed).pdf

PDF 16 MB Posted Jul 23, 2026

Attached to: Armstrong Avenue Pedestrian Bridge (CIP No. 70257) & Neighborhood D South Phase 2 Package #2 Improvements (CIP No. 70256)
Solicitation number: CIP No. 70257 and 70256
Issued by: Orange County, California

About this file

Written by GovTribe AI · Jul 24, 2026

This is a 100% construction plans document prepared by the City of Tustin Public Works Department for the Armstrong Avenue Pedestrian Overcrossing project (CIP No. 70257). The project involves the design and construction of a pedestrian bridge spanning Armstrong Avenue, located southwest of Warner Avenue and north of Airship Avenue in Tustin, California. The comprehensive plans include structural details for the bridge superstructure and substructure, foundation designs featuring 48-inch and 72-inch cast-in-drilled-hole (CIDH) piles based on geotechnical boring logs, pier and abutment layouts with reinforcement specifications, girder and deck configurations, pedestrian railing assemblies with cable systems, and bridge lighting design. The bridge deck spans approximately 236 feet between stations 12+58.50 and 14+99.501, with the pier located at station 13+17.50. Design specifications include Load and Resistance Factor Design (LRFD) methodology, concrete strength requirements, typical sections with reinforcing details, and 43 pedestrian railing posts spaced equally along the bridge length with integrated electrical conduit routing and LED lighting fixtures.

The plans incorporate extensive geotechnical investigation data from three boring locations revealing alluvial soil composition with groundwater encountered at depths ranging from 10.3 to 10.7 feet, informing the pile design and foundation specifications. The project includes bridge approach drainage systems, elastomeric bearing details, joint seal specifications, monument survey points with coordinate data, and comprehensive electrical and lighting systems with photometric calculations establishing average footcandle requirements of 1.13 FC with minimum 0.39 FC. The bridge lighting design features linear aluminum light fixtures mounted to railing posts with stainless steel cable assemblies, turnbuckle tension systems, and integrated electrical conduit concealed within the railing structure. The construction plans were approved and signed as of July 22, 2026, serving as the basis for sealed competitive bidding on construction services for this infrastructure improvement project within the Neighborhood D South area.

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Other files

File	Type	Posted
Armstrong_Avenue_Pedestrian_Bridge_(CIP_No.70257)_&_Neighborhood_D_South_Phase_2_Package_#2_Improvements_(CIP_No.70256)_(Addendum_#1_Revision).pdf	PDF	Aug 17, 2026
Armstrong_Avenue_Pedestrian_Bridge_(CIP_No.70257)_&_Neighborhood_D_South_Phase_2_Package_#2_Improvements_(CIP_No.70256).pdf	PDF	Jul 23, 2026
AT&T_LE(70)_A01QK1Y.pdf	PDF	Jul 23, 2026
COX_REDLINE_19-0919.pdf	PDF	Jul 23, 2026
BID_SET_CIP_70256_Package_2_DELTA_1_revised_-_Approved_(Signed).pdf	PDF	Jul 23, 2026
Bid_Bond_Drop_Off.pdf	PDF	Jul 23, 2026
SCE_TD2218700_-_MPED_FINAL_WO_MAP.pdf	PDF	Jul 23, 2026
SCE_TR18197-TD2142747_FINAL_WO_MAP.pdf	PDF	Jul 23, 2026
TL-ND-ph2_Pkg2_Specifications_Complete_2026-07-21_-_Approved_(Signed).pdf	PDF	Jul 23, 2026
SCE_TR18197-TD2124190_WO3_-_FINAL_MAP.pdf	PDF	Jul 23, 2026
Tustin_Legacy_-_Gas_Plan_-_Phase_2.pdf	PDF	Jul 23, 2026

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CITY OF TUSTIN

PUBLIC WORKS DEPARTMENT

D W

G . N

O . R

-2

P R

C T

N O

. 7

: A

R M

O N

G A

V E

N U

E . P

E D

E S

N O

V E

R C

R O

S S

A T

A R

M S

N G

A V

E N

U E

ARMSTRONG AVENUE PEDESTRIAN

OVERCROSSING AT ARMSTRONG

AVENUE, CIP NO. 70257

Underground Service Alert of Southern California

Docusign Envelope ID: 06AC01FF-EA49-8477-83A7-96EFE1610FD2

07/22/26

Underground Service Alert of Southern California

INDEX TO PLANS ABBREVIATIONSPLAN SYMBOLS

2022 CALTRANS STANDARD PLANS

Docusign Envelope ID: 06AC01FF-EA49-8477-83A7-96EFE1610FD2

R W

D W

IRR

IRR IR

IRR

IRR IRR IRR IRR IRR IRR IRR

IRR

IRR IRR IRR

IRR

IRR IRR IRR IRR IRR IRR

IRR

IRR IRR

IRR

EE E E E E E E E E

E E

DEVELOPED ELEVATION

Underground Service Alert of Southern California

DESIGN PROFILE - "AAP" LINE

O N

G A

U E

PLAN

ALIGNMENT - "AAP" LINE

CURVE DATA

TYPICAL SECTION

GENERAL NOTES ENGINEERS NOTICE TO CONTRACTOR

CONCRETE STRENGTH AND TYPE LIMITS

LEGEND

LOAD AND RESISTANCE FACTOR DESIGN LOAD AND RESISTANCE FACTOR DESIGN (CONTINUED)

BRIDGE ABUTMENT EXCAVATION AND BACKFILL LIMITS

LEGEND

R W

D W

IRR

E E E E E

FOUNDATION PLAN

Underground Service Alert of Southern California

O N

G A

U E

PILE DATA TABLE

48" CIDH PILE ELEVATION

SECTION A

72" CIDH PILE ELEVATION

SECTION A

SECTION B

Alluvium (Qal):

@2.5' Light brown SILT, dry, stiff, porous.

@5' Light brown SILT, dry, very stiff, porous, root hairs.

@7.5' Mottled grayish brown CLAY, moist, medium stiff, porous, root hairs.

@10' Mottled grayish brown CLAY, very moist, medium stiff, slightly porous, micaceous.

@12.5' Mottled grayish brown CLAY, very moist, medium stiff, micaceous.

@15' Mottled grayish brown CLAY, very moist, stiff, micaceous, free water in sampler.

@20' Mottled grayish brown CLAY, wet, medium stiff, micaceous.

@25' Pale yellowish brown clayey GRAVEL, wet, medium dense.

B-1 D-1

D-2

D-3

D-4

D-5

D-6

D-7

D-8

108.6

99.2

99.5

97.4

104.3

101.1

115.5

Bag B-1 (0'-5')

EI, CC

AL, GS

9.4

26.5

24.9

26.0

22.9

24.3

17.2

Date(s) Drilled Drilling Company Drill Rig Type Sampling Method(s)

Approximate Groundwater Depth:

Comments

Modified California and Bulk

CME75

2R Drilling

6/12/07 Logged By Drill Bit Size/Type Hammer Data

140 lbs. at 30" drop

Approximate Ground Surface Elevation (ft)

Total Depth Drilled (ft) 81.5

54.0 MSL

Sheet 1 of 3

H-29

Ground Water Encountered at 10.5 Ft.

Ty pe

E le va tio n (ft

SAMPLES OTHER

TESTS

and

REMARKS

U S

C S

D ep th (f t)

D ry

D en si ty

(p cf

M oi st ur e C on te nt

MATERIAL DESCRIPTION

G ra ph ic

L og

B lo w s pe r f oo t

N um be r

City of Tustin, California

PROJECT NO. 04007-20

LOG OF BORING

Legacy Park/ Armstrong Pedestrian Bridge

R ep or t:

H O

W S

P ro je ct : 0

-2 0.

G P

D at a

Te m pl at e:

M G

D T;

P rin te d:

@30' Pale yellowish brown clayey GRAVEL and clayey SAND, wet, loose.

@35' Mottled pale yellowish brown CLAY, wet, stiff, slightly plastic, scattered pebbles, scattered carbonate.

@40' Mottled yellowish brown SILT and CLAY, wet, stiff, scattered pebbles, slightly porous, scattered carbonate.

@45' Mottled dark yellowish brown SILT and CLAY, wet, medium dense / stiff, highly micaceous.

@50' Mottled dark yellowish brown sandy CLAY , wet, medium dense / stiff, highly micaceous, scattered small root hairs, CLAY in tip.

@55' Mottled dark yellowish brown and light gray CLAY, wet, stiff, plastic.

@60' Mottled olive to grayish brown to light gray SILT and CLAY, very moist, stiff, micaceous.

@65' Dark olive gray CLAY with scattered gravel, very moist to wet, GC/SC

ML/CL

D-9

D-10

D-11

D-12

D-13

D-14

D-15

D-16

118.5

98.9

103.7

104.8

101.6

99.1

90.8

95.6

CN, DS

16.4

28.7

24.0

21.7

24.8

26.2

31.0

29.6

Legacy Park/ Armstrong Pedestrian Bridge City of Tustin, California H-29 Sheet 2 of 3

Template: HOLLOW STEM; Prj ID: 04007-20.GPJ; Printed: 1/18/23

Ty pe

E le va tio n (ft

SAMPLES OTHER

TESTS

and

REMARKS

U S

C S

D ep th (f t)

D ry

D en si ty

(p cf

M oi st ur e C on te nt

MATERIAL DESCRIPTION

G ra ph ic

L og

B lo w s pe r f oo t

N um be r

City of Tustin, California

PROJECT NO. 04007-20

LOG OF BORING

Legacy Park/ Armstrong Pedestrian Bridge

-10

R ep or t:

H O

W S

P ro je ct : 0

-2 0.

G P

D at a

Te m pl at e:

M G

D T;

P rin te d:

8/ stiff, slightly plastic.

@70' Mottled dark yellowish brown CLAY, very moist, very stiff.

@75' Mottled dark olive gray CLAY, very moist, very stiff, scattered carbonate blebs and nodules..

@80' Mottled dark yellowish brown CLAY, very moist, very stiff, scattered carbonate blebs.

Notes:

Total Depth 81.5 feet.

Groundwater Encountered at 10.5 feet.

Backfilled with Bentonite Grout.

CL/CH

D-17

D-18

D-19

103.9

100.0

109.5

22.7 CN, DS

24.6

21.2

Legacy Park/ Armstrong Pedestrian Bridge City of Tustin, California H-29 Sheet 3 of 3

Template: HOLLOW STEM; Prj ID: 04007-20.GPJ; Printed: 1/18/23

Ty pe

E le va tio n (ft

SAMPLES OTHER

TESTS

and

REMARKS

U S

C S

D ep th (f t)

D ry

D en si ty

(p cf

M oi st ur e C on te nt

MATERIAL DESCRIPTION

G ra ph ic

L og

B lo w s pe r f oo t

N um be r

City of Tustin, California

PROJECT NO. 04007-20

LOG OF BORING

Legacy Park/ Armstrong Pedestrian Bridge

-20

-30

-40

R ep or t:

H O

W S

P ro je ct : 0

-2 0.

G P

D at a

Te m pl at e:

M G

D T;

P rin te d:

Underground Service Alert of Southern California

Alluvium (Qalo):

@ 0' Grayish brown SILT, dry, scattered gravel.

@2.5' Grayish brown SILT, dry, very stiff, scattered light colored silty sand blebs, roots.

@5' Grayish brown SILT, damp, very stiff, scattered roots, porous.

@7.5' Mottled dark grayish brown SILT and CLAY, moist, stiff, slightly micaceous, slightly porous.

@10' Mottled dark grayish brown CLAY and SILT, very moist, medium stiff, micaceous.

@12.5' Mottled dark grayish brown CLAY, very moist, medium stiff, slightly plastic.

@15' Mottled dark grayish brown CLAY, very moist to wet, medium stiff, scattered pebbles.

@17.5' Mottled dark grayish brown SILT and CLAY, wet, medium stiff, scattered pebbles.

@20' Mottled dark grayish brown CLAY, very moist to wet, medium stiff, scattered sand and pebbles.

Notes:

Total Depth: 21.5 feet.

Groundwater Encountered at 10.3 feet.

Backfilled with Bentonite Grout.

ML/CL

B-1 D-1

D-2

D-3

D-4

D-5

D-6

D-7

D-8

111.0

113.9

106.8

99.5

104.4

102.6

103.1

11.0

16.1

17.5

24.4

23.0

23.5

24.2

Date(s) Drilled Drilling Company Drill Rig Type Sampling Method(s)

Approximate Groundwater Depth:

Comments

Modified California and Bulk

CME75

2R Drilling

6/12/07 Logged By Drill Bit Size/Type Hammer Data

140 lbs. at 30" drop

Approximate Ground Surface Elevation (ft)

Total Depth Drilled (ft) 21.5

53.5 MSL

Sheet 1 of 1

H-30

Ground Water Encountered at 10.3 Ft.

Ty pe

E le va tio n (ft

SAMPLES OTHER

TESTS

and

REMARKS

U S

C S

D ep th (f t)

D ry

D en si ty

(p cf

M oi st ur e C on te nt

MATERIAL DESCRIPTION

G ra ph ic

L og

B lo w s pe r f oo t

N um be r

City of Tustin, California

PROJECT NO. 04007-01

LOG OF BORING

Legacy Park

R ep or t:

H O

W S

P ro je ct : 0

-0 1.

G P

D at a

Te m pl at e:

M G

D T;

P rin te d:

Underground Service Alert of Southern California

Concrete pad @ 0' Concrete (7") over Aggregate Base (11").

Alluvium (Qal):

@2.5' Dark grayish brown SILT, damp, very stiff, sandy carbonate blebs, scattered rocks to 2" diameter.

@5' Dark yellowish brown SAND, medium dense, friable, micaceous.

@7.5' Dark yellowish brown clayey SAND, very moist to wet, medium stiff / loose, highly micaceous.

@10' Dark yellowish brown clayey SAND, very moist to wet, soft / very loose, micaceous.

@12.5' Dark grayish brown CLAY, very moist, medium stiff, pinhole pores.

@15' Dark grayish brown CLAY, very moist, medium stiff, pinhole pores.

@20' Dark grayish brown CLAY, wet, medium stiff, plastic, pencil tip pores.

@25' Pale yellowish brown clayey GRAVEL, wet, very loose, pebbles, rock at 27 feet, carbonate-rich.

SC/CL

SB-1

B-1 D-1

D-2

D-3

D-4

D-5

D-6

D-7

D-8

87.0

106.9

117.0

95.4

102.4

98.1

104.8

87.6

Bag B-1 (0'-5')

EI, CC

DS, CN

16.8

6.2

18.3

27.9

24.3

26.2

23.2

37.5

Date(s) Drilled Drilling Company Drill Rig Type Sampling Method(s)

Approximate Groundwater Depth:

Comments

Modified California and Bulk

CME75

2R Drilling

6/13/07 Logged By Drill Bit Size/Type Hammer Data

140 lbs. at 30" drop

Approximate Ground Surface Elevation (ft)

Total Depth Drilled (ft) 81.5

55.0 MSL

Sheet 1 of 3

H-36

Ground Water Encountered at 10.7 Ft.

Ty pe

E le va tio n (ft

SAMPLES OTHER

TESTS

and

REMARKS

U S

C S

D ep th (f t)

D ry

D en si ty

(p cf

M oi st ur e C on te nt

MATERIAL DESCRIPTION

G ra ph ic

L og

B lo w s pe r f oo t

N um be r

City of Tustin, California

PROJECT NO. 04007-20

LOG OF BORING

Legacy Park/ Armstrong Pedestrian Bridge

R ep or t:

H O

W S

P ro je ct : 0

-2 0.

G P

D at a

Te m pl at e:

M G

D T;

P rin te d:

@30' Pale yellowish brown brown clayey GRAVEL, wet, medium dense, friable, pebbles to 2" diameter, carbonate-rich.

@35' Mottled yellowish brown CLAY, very moist, very stiff.

@40' Mottled yellowish brown CLAY, SILT and clayey SAND, wet to very moist, stiff / loose, mica in the sand.

@45' Mottled yellowish brown sandy SILT, very moist to wet, stiff / medium dense, friable, highly micaceous.

@50' Mottled yellowish brown SILT and CLAY, very moist, stiff.

@55' Mottled dark grayish brown CLAY, very moist, medium stiff, possible black fine organics.

@60' Dark gray clayey SILT, very moist, stiff, highly micaceous.

@65' Dark gray CLAY, very moist, stiff, scattered pebbles.

CL/ML

ML/CL

D-9

D-10

D-11

D-12

D-13

D-14

D-15

D-16

124.9

103.4

102.0

104.0

94.5

92.4

92.7

91.1

GS, UU

AL, GS

12.6

23.7

22.0

23.3

28.8

31.8

29.9

33.3

Legacy Park/ Armstrong Pedestrian Bridge City of Tustin, California H-36 Sheet 2 of 3

Template: HOLLOW STEM; Prj ID: 04007-20.GPJ; Printed: 1/18/23

Ty pe

E le va tio n (ft

SAMPLES OTHER

TESTS

and

REMARKS

U S

C S

D ep th (f t)

D ry

D en si ty

(p cf

M oi st ur e C on te nt

MATERIAL DESCRIPTION

G ra ph ic

L og

B lo w s pe r f oo t

N um be r

City of Tustin, California

PROJECT NO. 04007-20

LOG OF BORING

Legacy Park/ Armstrong Pedestrian Bridge

-10

R ep or t:

H O

W S

P ro je ct : 0

-2 0.

G P

D at a

Te m pl at e:

M G

D T;

P rin te d:

@70' Dark gray CLAY, very moist, very stiff, scattered black and dark brown organics, scattered pebbles.

@75' Light gray CLAY, very moist, very stiff, scattered black organics, scattered pebbles.

@80' Mottled dark yellowish brown SAND (at tip) and CLAY (on top), wet, stiff / medium dense, highly micaceous sand.

Notes:

Total Depth: 81.5 feet.

Groundwater Encountered at 10.7 feet.

Backfilled with Bentonite Grout.

SP/CL

D-17

D-18

D-19

103.6

100.2

23.6

25.8

27.9

Legacy Park/ Armstrong Pedestrian Bridge City of Tustin, California H-36 Sheet 3 of 3

Template: HOLLOW STEM; Prj ID: 04007-20.GPJ; Printed: 1/18/23

Ty pe

E le va tio n (ft

SAMPLES OTHER

TESTS

and

REMARKS

U S

C S

D ep th (f t)

D ry

D en si ty

(p cf

M oi st ur e C on te nt

MATERIAL DESCRIPTION

G ra ph ic

L og

B lo w s pe r f oo t

N um be r

City of Tustin, California

PROJECT NO. 04007-20

LOG OF BORING

Legacy Park/ Armstrong Pedestrian Bridge

-20

-30

-40

R ep or t:

H O

W S

P ro je ct : 0

-2 0.

G P

D at a

Te m pl at e:

M G

D T;

P rin te d:

Underground Service Alert of Southern California

ABUTMENT 1 ELEVATION

ABUTMENT 1 PLAN

ABUTMENT 1 FOOTING PLAN

ABUTMENT 1 SECTION ABUTMENT 1 ELEVATION

DETAIL 1

DETAIL 2

SHEAR KEY

SHEAR KEY ELEVATION 1

SECTION A

ABUTMENT 1 WINGWALL PLAN

ABUTMENT 1 WINGWALL ELEVATION

SECTION A

SECTION B

PIER 2 LAYOUT

CONCRETE SURFACE TEXTURE (SINE WAVE) DETAILS

PIER PRIMARY REINFORCEMENT

SECTION C

SECTION B

SECTION A

MULTICORELINK:241-0_AAP_PIER DIAPHRAGM DETAILS-STRUCTURAL

PIER DIAPHRAGM REINFORCING 1

SECTION AT PIER DIAPHRAGM B

SECTION AT PIER DIAPHRAGM A

MULTICORELINK:231-0_AAP_PIER REINFORCING DETAILS 1-STRUCTURAL

GIRDER LAYOUT PLAN

TYPICAL SECTION DETAIL 1

of Southern California

DECK CONTOURS

of Southern California

CAMBER DIAGRAM

TYPICAL SECTION REINFORCING

ABUTMENT DIAPHRAGM REINFORCING

GIRDER LONGITUDINAL REINFORCEMENT TABLE

SECTION A

R ABUTMENT 1 MONUMENT PLAN ABUTMENT 4 MONUMENT PLAN

ISOMETRIC VIEW

EAST MONUMENT

POINT STATION OFFSET ELEVATION

EAST-1 14+99.501 0.00 70.24

EAST-2 14+99.501 -6.00 70.18

EAST-3 14+97.553 -7.97 77.47

EAST-4 14+97.349 -7.43 78.24

EAST-5 14+97.344 -8.03 78.25

EAST-6 14+98.671 -11.50 73.24

EAST-7 14+99.501 -9.21 70.14

EAST-8 14+99.501 -7.88 68.37

EAST-9 14+99.501 7.87 68.39

EAST-10 14+99.501 9.19 70.14

EAST-11 14+98.657 11.49 73.25

EAST-12 14+97.017 7.24 79.39

EAST-13 14+97.024 6.65 79.37

EAST-14 14+97.531 7.96 77.47

EAST-15 14+99.501 6.00 70.18

EAST-16 14+95.501 0.00 70.43

EAST-17 14+95.501 -6.00 70.37

EAST-18 14+95.501 -7.96 77.57

EAST-19 14+95.501 -7.43 78.33

EAST-20 14+95.501 -8.03 78.34

EAST-21 14+95.501 -11.49 73.40

EAST-22 14+95.501 -7.88 68.58

EAST-23 14+95.501 7.87 68.58

EAST-24 14+95.501 11.49 73.40

EAST-25 14+95.501 7.19 79.54

EAST-26 14+95.501 6.60 79.52

EAST-27 14+95.501 7.96 77.57

EAST-28 14+95.501 6.00 70.37

EAST-29 14+95.503 6.17 69.43

EAST-30 14+95.501 -6.17 68.58

EAST-31 14+95.501 -6.17 68.58

EAST-32 14+95.501 6.17 69.43

EAST-33 14+96.675 6.17 69.43

EAST-34 14+96.675 -6.17 68.52

EAST-35 14+96.659 -6.17 68.52

EAST-36 14+96.659 6.17 69.43

WEST MONUMENT

POINT STATION OFFSET ELEVATION

WEST-1 12+58.500 0.00 69.26

WEST-2 12+58.500 6.00 69.20

WEST-3 12+60.470 7.96 76.49

WEST-4 12+60.675 7.43 77.26

WEST-5 12+60.682 8.03 77.28

WEST-6 12+59.344 11.49 72.27

WEST-7 12+58.500 9.19 69.17

WEST-8 12+58.500 7.88 67.41

WEST-9 12+58.500 -7.87 67.39

WEST-10 12+58.500 -9.20 69.17

WEST-11 12+59.330 -11.50 72.27

WEST-12 12+60.960 -7.25 78.41

WEST-13 12+60.954 -6.65 78.39

WEST-14 12+60.449 -7.97 76.49

WEST-15 12+58.500 -6.00 69.20

WEST-16 12+62.500 0.00 69.45

WEST-17 12+62.500 6.00 69.39

WEST-18 12+62.500 7.96 76.59

WEST-19 12+62.500 7.43 77.35

WEST-20 12+62.500 8.03 77.36

WEST-21 12+62.500 11.49 72.42

WEST-22 12+62.500 7.88 67.60

WEST-23 12+62.500 -7.87 67.60

WEST-24 12+62.500 -11.49 72.42

WEST-25 12+62.500 -7.19 78.56

WEST-26 12+62.500 -6.60 78.54

WEST-27 12+62.500 -7.96 76.59

WEST-28 12+62.500 -6.00 69.39

WEST-29 12+62.498 -6.17 68.45

WEST-30 12+62.500 6.17 67.60

WEST-31 12+62.500 6.17 67.60

WEST-32 12+62.500 -6.17 68.45

WEST-33 12+61.337 -6.17 68.45

WEST-34 12+61.337 6.17 67.54

WEST-35 12+61.333 6.17 67.54

WEST-36 12+61.333 -6.17 68.45

MONUMENT REINFORCING

SECTION A

SECTION B

MONUMENT REINFORCING AT ABUTMENT

SECTION A

JOINT SEAL AT ABUTMENT 1

SETTING PLATE BOLT HOLE LAYOUT SETTING PLATE DETAIL DETAIL 1 BEARING SEAT DETAILS

ELEVATION

ELASTOMERIC BEARING DETAIL

SECTION A

ABUTMENT OR WINGWALL TYPICAL SECTION

WEEP HOLE AND GEOCOMPOSITE DRAIN DETAIL

A 551-0

43 POSTS SPACED EQUALLY

C H

N E S

℄ BEARING

STA. 12+63.75

℄ PIER 2

STA. 13+17.50

L02

R01 R02 R03

R04 R05 R06 R07 R08 R09 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 R22

L01 L03

L04 L05 L06 L07 L08 L09 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22

13+00

"AAP" LINE

O U T

N E, TY

A 552-0

CABLE RUN SPLIT POINT,

REFER TO F/552-0

CABLE RUN SPLIT POINT,

REFER TO F/552-0

CABLE RUN SPLIT POINT,

REFER TO F/552-0

C H

N E S

43 POSTS SPACED EQUALLY

℄ BEARING

STA. 14+94.25

℄ PIER 3

STA. 14+40.50

R23 R24 R25 R26 R27 R28 R29 R30 R31 R32 R33 R34 R35 R36 R37 R38 R39 R40 R41 R42 R43

L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42

L43

O U T

N E, TY

14+00

"AAP" LINE

15+00

CABLE RUN SPLIT POINT,

REFER TO F/552-0

CABLE RUN SPLIT POINT,

REFER TO F/552-0

1/4" = 1'-0"

PEDESTRIAN RAIL LAYOUT PLAN

SEE POST DEFINITION TAB

551-0 B

CUT VERTICAL TUBE TO

ALIGN WITH ANGLE OF TOP

DIAGONAL LEG, ALIGN EDGE

TO END OF HSS FILLET, TYP.

TOP LEG EXTENSION

MEASURED FROM

INTERSECTION OF DIAGONAL

AND VERTICAL TUBES, TYP.

LEVEL

CUT VERTICAL TUBE TO ALIGN

WITH ANGLE OF BOTTOM

DIAGONAL LEG, ALIGN EDGE

TO END OF HSS FILLET, TYP.

BOTTOM DIAGONAL TUBE

OPEN, EASE ALL EDGES AND

PAINT ALL VISIBLE EXTERIOR

SURFACES, TYP.

H 551-0

552-0 B

ALIGN BOTTOM LEG

SLOPE TO SLOPED

EDGE OF GIRDER, TYP.

35.00°

2"x8"x1/4" HSS GALVANIZED

LOWER DIAGONAL POST

PAINTED FEDERAL COLOR

#27769 PARCHMENT

3"x7"x1/4" HSS GALVANIZED

VERTICAL POST

PAINTED FEDERAL COLOR

#26493 PEARL GRAY

2"x6"x1/4" HSS GALVANIZED

UPPER DIAGONAL POST

PAINTED FEDERAL COLOR

#27769 PARCHMENT

C 552-0

ALIGN

CONCRETE DECK GIRDER

STEEL COVER CHANNEL MOUNTED

INSIDE HSS SLOT, PAINT TO

MATCH VERTICAL TUBE1

B S

S P

C L

2"x2-3/4"x1/8" TABS WELDED

TO INSIDE OF HSS TUBE, REFER

TO DETAIL F THIS SHEET, TYP.

1/4

CABLE HOLE, TYP.

SHEET METAL RACEWAY, REFER

TO DETAIL C THIS SHEET

PJP

GRIND SMOOTH

G 551-0

F 551-0

C 551-0

E 551-0

1/ 2"

1/2"

C L

⌀1/2" STUD WELDED TO EMBEDDED

STEEL PLATE TO ATTACH RAILING

POST INTERNALLY WITH NUT AND

NYLON WASHER, TYP.

C L

⌀1 1/2" HOLE THROUGH

TUBE BOTH SIDES FOR

LIGHTING WIRE ROUTING

D 552-0

⌀3/4" GALVANIZED STEEL

ANCHOR ROD, TYP.

12" EMBEDMENT

4' /4

6' - 7 1/4"

1/4" EMBEDDED GALVANIZED

STEEL PLATE

1/2" STUD WELDED TO

EMBEDDED STEEL PLATE

NOTE: DIAGONAL POSTS

OMITTED FOR CLARITY

⌀1/4"x1 1/2" FLAT HEAD

SELF TAPPING SCREW, TYP.

STEEL COVER CHANNEL

HIDDEN FOR CLARITY

1-1/4"x1-1/4"x1/8" GALVANIZED

STEEL ANGLE MOUNTED TO SIDE OF

CONCRETE GIRDER WITH ZINC PLATED

CONCRETE SCREW ANCHORS, 4"

SEGMENTS SPACED 24" O.C. TYP.

GALVANIZED SHEET METAL RACEWAY,

FASTEN TO STEEL ANGLE WITH FLUSH

MOUNT SELF-TAPPING SCREWS AT

24" O.C. TYP. PAINTED FEDERAL

COLOR #26493 PEARL GRAY

ELECTRICAL CONDUIT

ZINC PLATED STEEL Z-CLIPS ANCHORED

TO CONCRETE GIRDER WITH ZINC PLATED

CONCRETE SCREW ANCHORS, SPACED

24" O.C. TYP.

CABLES RUNNING THROUGH

VERTICAL TUBE BEYOND, TYP.

TOP OF CONCRETE GIRDER BEYOND

3" 3"

EMBEDDED STEEL PLATE BEHIND

POST, REFER TO D/551-0

1/8

EQ EQ

2"x1"x1/8" GALVANIZED STEEL

COVER CHANNEL, PAINTED FEDERAL

COLOR #26493 PEARL GRAY

CUT 2" SLOT FULL LENGTH

GALVANIZED STEEL TABS WELDED

TO INSIDE FACE OF TUBE

3"x3"x1/4" STEEL ANGLE, WELD TO HSS TUBE, PAINT

TO MATCH POST, TYP.

1/4" EMBEDDED GALVANIZED

STEEL PLATE

⌀1/2" GALVANIZED STUD WELDED

TO EMBEDDED STEEL PLATE

NOTE: DIAGONAL POSTS AND

RACEWAY OMITTED FOR CLARITY

⌀3/4" GALVANIZED STEEL

EMBEDDED ANCHOR RODS

CONCRETE GIRDER BELOW

STAINLESS STEEL CABLE

3/8" HOLE THROUGH

HSS TUBE, EASE EDGES

DELRIN ISOLATION BUSHING

BETWEEN CABLE AND POST HOLE,

BOTH SIDES OF POST, TYP.

NOTE: DIAGONAL POSTS

OMITTED FOR CLARITY

SEAL WELD

GRIND SMOOTH

1/4" STEEL PLATE TOP

CAP, WELDED FLUSH

TO CUT PLANE

PAINT ALL EXTERIOR

SURFACES FOR SMOOTH

CONTINUOUS FINISH, TYP.

CLCL 3" 3"

C L

1/4" THICK GALVANIZED

STEEL EMBEDDED PLATE

⌀1/2" GALVANIZED STEEL

STUD WELDED TO

EMBEDDED PLATE, TYP.

⌀3/4" GALVANIZED ANCHOR

RODS WELDED TO BACK

SIDE OF EMBEDDED PLATE

4 1/2" 4 1/2"

TOP OF CONCRETE GIRDER BEYOND

1/2" = 1'-0" 551-0

TYPICAL RAILING SECTION A

1" = 1'-0" 551-0

TYPICAL RAILING SEGMENT DETAIL B

3" = 1'-0" 551-0

LOWER ANCHOR DETAIL G

1" = 1'-0" 551-0

VERTICAL RAILING POST DETAIL C

3" = 1'-0" 551-0

UPPER ANCHOR DETAIL F

3" = 1'-0" 551-0

VERTICAL POST DETAIL E

3" = 1'-0" 551-0

POST TOP DETAIL H

POST

L1NORTH SOUTH

L01 R43 3'-0 3/4"

L02 R42 3'-4 3/4"

L03 R41 3'-9"

L04 R40 4'-1 3/8"

L05 R39 4'-5 7/8"

L06 R38 4'-10 3/8"

L07 R37 5'-2 3/4"

L08 R36 5'-7 1/8"

L09 R35 5'-11 1/8"

L10 R34 6'-3"

L11 R33 6'-6 1/2"

L12 R32 6'-9 3/4"

L13 R31 7'-0 1/2"

L14 R30 7'-2 3/4"

L15 R29 7'-4 1/2"

L16 R28 7'-5 3/4"

L17 R27 7'-6 1/2"

L18 R26 7'-6 5/8"

L19 R25 7'-6 1/4"

L20 R24 7'-5 1/4"

L21 R23 7'-3 3/4"

L22 R22 7'-1 3/4"

POST

L1NORTH SOUTH

L23 R21 6'-11 1/4"

L24 R20 6'-8 1/4"

L25 R19 6'-4 7/8"

L26 R18 6'-1 1/4"

L27 R17 5'-9 1/4"

L28 R16 5'-5"

L29 R15 5'-0 5/8"

L30 R14 4'-8 1/8"

L31 R13 4'-3 5/8"

L32 R12 3'-11 1/4"

L33 R11 3'-6 7/8"

L34 R10 3'-2 3/4"

L35 R09 2'-10 7/8"

L36 R08 2'-7 1/4"

L37 R07 2'-4 1/8"

L38 R06 2'-1 1/4"

L39 R05 1'-11"

L40 R04 1'-9 1/8"

L41 R03 1'-7 3/4"

L42 R02 1'-7"

L43 R01 1'-6 3/4"

POST DEFINITION

1 1/2" = 1'-0" 551-0

EMBEDDED PLATE ELEVATION D

NOTES:

1. REMOVE ALL SHARP EDGES

2. FINISH ALL EXTERIOR POST WELDS PER AESS CATEGORY 3

3. INSTALL RAILING POSTS PLUMB AND VERTICAL

4. ALL FASTENERS ASSOCIATED WITH RAILING POSTS AND

RACEWAY SHALL BE ZINC PLATED UNLESS OTHERWISE NOTED

C L

1 1/2"

O .C M

U M

S P

CABLE MOUNTING HOLE, HOLES

DRILLED THROUGH BOTH TUBES

WHERE OVERLAP OCCURS

EDGE OF HSS TUBE FILLET, TYP.

CONCRETE GIRDER

F 552-0

NOTE: RAIL POST R01/L43 SHOWN,

POST R43/L01 OPPOSITE. CONDUIT

COVER OMITTED FOR CLARITY

CABLE ROUTING HOLE BOTH SIDES

1 1/4"CL

C L

G 552-0

BOTTOM OF VERTICAL

TUBE WELDED TO INSET

DIAGONAL TUBES

GALVANIZED SHEET METAL RACEWAY

TOP OF VERTICAL TUBE

WELDED TO INSET

DIAGONAL TUBES

TOP FACE OF CONCRETE GIRDER

CONCRETE END MONUMENT

HOLD EDGE OF RACEWAY

FROM FACE OF RAILING

POST 1/8" MAX.

EDGE OF CONCRETE GIRDER

H 552-0

4" MIN.

RACEWAY MOUNTING CLIPS

BEHIND RACEWAY

3 1/4"

STAINLESS STEEL TURNBUCKLE

ASSEMBLY, ALIGN VERTICALLY

BETWEEN ALL CABLES AT BOTH

ENDS OF BRIDGE TYP.

1/4"

3 1/2"

ZINC PLATED STEEL Z-CLIP,

ANCHOR TO CONCRETE GIRDER

WITH ⌀3/16"x 1 3/4" CONCRETE

ANCHOR SCREWS, (2) PER CLIP.

MOUNT CLIPS 24" O.C.

CONCRETE GIRDER

⌀1 1/2" LIGHTING CONDUIT

1"x1"x1/8" GALVANIZED STEEL ANGLE, 2" LONG SEGMENTS. ANCHOR TO

GIRDER WITH ⌀3/16"x 1 3/4"

CONCRETE ANCHOR SCREWS, (2) PER

SEGMENT. MOUNT SEGMENTS 24" O.C.

SECURE RACEWAY WITH

#8x1/2" FLUSH MOUNT SELF-TAPPING

SCREWS 24" O.C.

1/16" THICK GALVANIZED

SHEET METAL RACEWAY,

CONTINUOUS BENT LIP TO

FIT INTO Z-CLIPS

LINEAR ALUMINUM CHANNEL FOR

LIGHT FIXTURE, PAINTED FEDERAL

COLOR #27769 PARCHMENT, TYP.

1/2" WIDE SLOT CUT IN

DIAGONAL TUBE CENTERED

ON SHORT SIDE OF TUBE

CONCEALED LIGHT MOUNTING

BRACKET BY LIGHT

MANUFACTURER, TYP.

FASTEN TO POST WITH ZINC

PLATED SCREWS IN TAPPED

HOLES IN POST, REFER TO

MANUFACTURER FOR HOLE

LOCATIONS

3/8" HOLE CENTERED IN

STEEL TUBE

1/ 2"

STAINLESS STEEL SECURITY

STRAP BY LIGHTING

MANUFACTURER, ALIGN TO

ENDS OF FIXTURE BOTH ENDS

E 552-0

TOP FACE OF CONCRETE GIRDER

STAINLESS STEEL TURNBUCKLE

ASSEMBLY, MOUNTED TO

THREADED ROD AT CABLE

SEGMENT ENDS TOWARD CENTER

OF BRIDGE SPAN, TYP. MINIMUM

(1) TURNBUCKLE ASSEMBLY

PER CABLE SPAN, TYP.

STAINLESS STEEL THREADED

SWAGED CABLE END

OPPOSITE OF TURNBUCKLES

WHERE OCCURS, TYP.

CONCRETE GIRDER BELOW

TYPICAL RAILING POST

FLUSH MOUNT ZINC PLATED

RIVET NUT

STAINLESS STEEL THREADED ROD

STAINLESS STEEL TURNBUCKLE

THREADED SWAGED CABLE END

NOTE: DIAGONAL POST

OMITTED FOR CLARITY

CONCRETE GIRDER BELOW

TYPICAL RAILING POST

STAINLESS STEEL THREADED

SWAGED CABLE END

FLUSH MOUNT ZINC PLATED

RIVET NUT, BOTH SIDES

STAINLESS STEEL THREADED ROD

STAINLESS STEEL TURNBUCKLE

THREADED SWAGED CABLE END

NOTE: ALL CABLE SPANS

SHALL HAVE (1) TURNBUCKLE

ASSEMBLY PER SPAN, LOCATE

TURNBUCKLE TOWARD END

OF BRIDGE

CLCL

1/2" 1/2"

LINEAR ALUMINUM LIGHT

FIXTURE, PAINTED FEDERAL

COLOR #27769 PARCHMENT

#6 x 3/4" ZINC PLATED

SECURITY HEAD SCREW, TYP.

MOUNT IN PRE-DRILLED AND

TAPPED HOLES IN POST

POWER FEED RUNNING TO LIGHT

1 1/2" = 1'-0" 552-0

CABLE LAYOUT DETAIL A

1" = 1'-0" 552-0

DETAIL AT RAILING ENDS C

3" = 1'-0" 552-0

CONDUIT COVER DETAIL H

3" = 1'-0" 552-0

LIGHT FIXTURE DETAIL B

1" = 1'-0" 552-0

DETAIL AT RAILING MID SPAN D

3" = 1'-0" 552-0

CABLE END DETAIL F

3" = 1'-0" 552-0

CABLE SPLICE DETAIL G

6" = 1'-0" 552-0

LIGHT STRAP DETAIL E

NOTES:

1. REMOVE ALL SHARP EDGES

2. FINISH ALL EXTERIOR POST WELDS PER AESS CATEGORY 3

3. INSTALL RAILING POSTS PLUMB AND VERTICAL

4. ALL FASTENERS ASSOCIATED WITH RAILING POSTS AND

RACEWAY SHALL BE ZINC PLATED UNLESS OTHERWISE NOTED

of Southern California

BRIDGE LIGHTING PLAN

of Southern California

BRIDGE LIGHTING ELEVATION

1.1

0.4

0.5

0.6

0.7

0.9

0.6

0.7

0.9

1.1

0.9

1.1

1.2

1.1

1.0

1.2

1.1

1.0

1.1

1.0

1.1

1.0

1.1

1.3

1.1

1.3

1.2

1.1

1.4

1.2

1.1

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.4

1.2

1.1

1.3

1.2

1.1

1.2

1.1

1.2

1.3

1.1

1.2

1.3

1.2

1.1

1.2

1.4

1.2

1.1

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.4

1.2

1.1

1.3

1.2

1.1

1.2

1.3

1.1

1.2

1.3

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.1

1.2

1.1

1.2

1.4

1.2

1.1

1.2

1.4

1.2

1.1

1.3

1.2

1.1

1.2

1.3

1.1

1.2

1.3

1.1

1.3

1.2

1.1

1.2

1.1

1.2

1.1

1.3

1.2

1.1

1.2

1.3

1.1

1.2

1.1

1.2

1.1

1.3

1.1

1.3

1.2

1.1

1.3

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.4

1.2

1.1

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.3

1.2

1.1

1.3

1.1

1.2

1.1

1.3

1.2

1.1

1.2

1.1

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.3

1.4

1.2

1.1

1.3

1.2

1.1

1.2

1.3

1.1

1.2

1.3

1.1

1.2

1.3

1.1

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.3

1.4

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.3

1.1

1.3

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.4

1.2

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.3

1.1

1.3

1.1

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.3

1.2

1.1

1.2

1.1

1.2

1.1

1.2

1.0

1.1

1.0

0.7

0.8

1.0

1.1

0.5

0.6

0.7

0.9

1.1

0.4

0.5

0.7

1/8" = 1'-0"

PHOTOMETRIC CALCULATION PLAN

PHOTOMETRIC CALCULATION SUMMARY

AVERAGE FC MINIMUM FC AVERAGE FC/MINIMUM FC

1.13 0.39 2.89

Underground Service Alert of Southern California

SS4 - SECTION B

TYPICAL SECTION - TYPE SS4

Underground Service Alert of Southern California

CONDUIT INSTALLATION DETAIL

BRIDGE RAIL LIGHTING LED DRIVER AND CONDUIT DETAIL

BRIDGE NORTHSIDE LUMINAIRE WIRING DIAGRAM

of Southern California R

BRIDGE SOUTHSIDE LUMINAIRE WIRING DIAGRAM

EXISTING ELECTRICAL SERVICE PEDESTAL DIAGRAM (FOR REFERENCE ONLY)

LIGHTING CONTROL SCHEMATIC

001-0 COVER SHEET

002-0 INDEX TO PLANS

003-0 GENERAL PLAN 1

004-0 GENERAL PLAN 2

005-0 GENERAL NOTES

101-0 FOUNDATION PLAN

121-0 FOUNDATION REINFORCING DETAILS 1

122-0 FOUNDATION REINFORCING DETAILS 2

STRUCTURAL

181-0 FOUNDATION BORING LOG H-29

182-0 FOUNDATION BORING LOG H-30

183-0 FOUNDATION BORING LOG H-36

201-0 ABUTMENT LAYOUT

202-0 ABUTMENT DETAILS 1

203-0 ABUTMENT DETAILS 2

204-0 ABUTMENT DETAILS 3

221-0 PIER DETAILS

231-0 PIER REINFORCING DETAILS

241-0 PIER DIAPHRAGM DETAILS

310-0 GIRDER LAYOUT AND ADDITIONAL BOTTOM SLAB REINFORCING

311-0 GIRDER TYPICAL SECTION

313-0 DECK CONTOURS

331-0 GIRDER REINFORCING DETAILS

341-0 MONUMENT DETAILS 1

STRUCTURAL

342-0 MONUMENT DETAILS 2

511-0 PEDESTRIAN JOINT ARMOR DETAILS

512-0 BEARING DETAILS

513-0 APPROACH DRAINAGE PLAN

550-0 PEDESTRIAN RAILING LAYOUT

551-0 PEDESTRIAN RAILING ASSEMBLY DETAILS 1

552-0 PEDESTRIAN RAILING ASSEMBLY DETAILS 2

851-0 LIGHTING TITLE SHEET, NOTES, AND LEGEND

852-0 LIGHTING NOTES AND DETAILS

853-0 LIGHTING POWER AND CONTROL CONDUIT

854-0 BRIDGE LIGHTING CALCULATION

855-0 TYPICAL LIGHTING DETAILS

856-0 LIGHTING WIRING DIAGRAMS AND SCHEDULES

	2026-07-22T18:29:52-0700
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