Agenda packet — Brea City Council, May 6, 2025 (part 3 of 3)

1590 N. Brian Street, Orange, CA 92867-3406 FAX (714) 637-3096 PHONE (714) 637-3093 Please visit our website at www.harringtongeotechnical.com TABLE 1 – EXISTING STRUCTURAL PAVEMENT SECTIONS
(Locations Presented on Sheets 1-3)
Sample
Location (No.)
AC Thickness
(in.)
Base Type Total Base Thickness
(in.)
CMB (in) AGG (in.) CTB (in.)
C-1 4.5 12 0 0 12
C-2 3.5 4 0 0 4
C-3 10.0 N/R N/R N/R N/R*
C-4 5.0 4 0 0 4
C-5 20 0 0 12 12
C-6 4.0 3 0 12 15
C-7 4.5 0 0 12 12
C-8 4.0 3 0 12 15
C-9 4.5 0 0 12 12
*Free water in gravel
Locations of the areas cored are shown on the attached core location plan Sheets 1-3.

This opportunity to be of service is appreciated and we trust this report meets your current requirements. However, if you have questions or wish to discuss the project, please call.

Very truly yours,
HARRINGTON GEOTECHNICAL ENGINEERING, INC.

Joseph L. Welch, P.E., G.E.

Senior Geotechnical Engineer
Attachments: Boring Location Map Plate A

AS-BUILTS/RECORD DRAWINGS
BID DOCUMENT 9-10-2024
BID DOCUMENT 9-10-2024
BID DOCUMENT 9-10-2024
BID DOCUMENT 9-10-2024

TS TS
TS

TS WM TS TS
TS
EB
EB
TEL
TS
TS

TS EB EB TS
TS
TS

EB TS TSWM TEL
CATV
CATV
CATV

CATV CATV ICB EB ICB
ICB

ICB TEL EB EB TEL EB EB EB EB TS EB ICB ICB ICB ICB ICBEB ICB ICB ICB ICB

ICB ICBICB TEL WMEBTEL WMEBTEL WM TS EBTEL

TS TS TS TS
TEL
EB

TS TEL TSTS TEL ICB ICB ICB ICB

TS WM EB ICB ICB EBICB ICB ICBICB ICBEB WMTELEB TEL ICB ICB ICB ICB ICBICB TS ICB EB

EB TELWMWM
EB
EB EB

EB EB EB EB TEL EB ICB EB

ICB ICB TELEB TEL TS WM EB EB
EB

EB TEL WM

EB ICB CATV WM TEL ICB EB WM

CITY OF BREA, CALIFORNIA

CONSTRUCTION PLANS
FOR

PRIVATE ENGINEER'S

SHEET INDEX

ENGINEER'S NOTES TO CONTRACTOR

VICINITY MAP
UNAUTHORIZED CHANGES AND USES:

SHEET DESCRIPTION

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE 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.

THE CONTRACTOR AND ALL 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.

THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF

LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS".

THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND ALL SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS".

CONTRACTOR FURTHER AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER

AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE CIVIL ENGINEER.

THE CIVIL ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES

TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF BREA.

NOTICE TO CONTRACTORS

1. ALL WORK SHALL CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS OF THE CITY OF BREA, STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREENBOOK) 2015 EDITION AND CALTRANS STANDARDS AS APPLICABLE. ALL WORK SHALL BE SUBJECT TO THE CITY ENGINEER'S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL MAKE A PHYSICAL INSPECTION OF THE PROJECT SITE

AND REPORT ALL VARIATIONS, INCONSISTENCIES, OR CHANGED CONDITIONS TO THE ENGINEER PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ASSUMPTIONS, REMEDIAL ACTIONS, OR ADAPTATIONS MADE IN THE FIELD WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

3. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGES OR ALTERATIONS

TO EXISTING PUBLIC IMPROVEMENTS TO THE SATISFACTION OF THE CITY ENGINEER AT NO COST TO THE CITY.

4. ALL DIMENSIONS SHALL BE VERIFIED BY PLANS OR FIELD INSPECTION. AT NO TIME SHALL ANY DIMENSIONS BE SCALED FROM PLANS. CONTRACTOR SHALL NOTIFY

THE ENGINEER OF ALL VARIATIONS IN DIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

5. ALL JOINTS AND JOIN LOCATIONS AND UNDERGROUND UTILITY LOCATIONS SHALL BE FIELD VERIFIED.

6. AT ALL TIMES, GUTTER AND SWALE GRADES SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED.

7. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND EFFECTED AGENCIES AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

8. ALL ASPHALT PAVEMENT IMPROVEMENTS INDICATED TO BE REMOVED SHALL BE SAWCUT WITH STRAIGHT LINES AT THE LINE OF REMOVAL.

9. ALL WORK IN THE PUBLIC RIGHT-OF-WAY, ONCE BEGUN, MUST BE DILIGENTLY PURSUED UNTIL COMPLETION AS SOON AS POSSIBLE.

IN THE
1 2
3 4-13
14 15-16
17-19

TITLE SHEET

GENERAL NOTES AND CONSTRUCTION NOTES

TYPICAL SECTIONS

STREET IMPROVEMENT PLANS

CONSTRUCTION DETAILS

INTERSECTION GRIDS

STRIPING PLANS

PROJECT CONTACTS

DAVE GATE

MARIA GUZMAN

STEVE ALCALA

VICTOR PEDROZA

TOM MONAHAN

CHE VENEGA

STAN YARBROUGH

KIERAN CALLANAN

MIKE ROBERTS

DAVID FELGER

TERI SHINDE

LEO MARTINEZ

CALEB KING
APRIL C. HARVEY

MICHAEL EIDMAN

MICHAEL HO
SERVICES / COMPANY CONTRACT PERSON EMERGENCY TELEPHONE NO.

TIME WARNER COMMUNICATION

AT&T-TCA
SOUTHERN CALIFORNIA GAS CO.

SOUTHERN CALIFORNIA EDISON

VERIZON TELEPHONE
CALIF. DOMESTIC MUN. WATER CO.

GOLDEN STATE WATER CO.

OC METROPOLITAN WATER DIST.

CHEVRON OIL
SHELL PIPELINE., LP
EXXON-MOBIL PIPELINE CO.

CONOCO PHILLIPS
CENTURYLINK - LEVEL 3

CRIMSON PIPELINE, LP

PLAINS ALL AMERICAN PIPELINE

CITY ENGINEER

BREA WATER DEPARTMENT
BREA MAINTENANCE DEPT.

BREA POLICE DEPT.

BREA FIRE DEPT. - ADMINISTRATION
BREA-OLINDA UNIFIED SCHOOL DIST.

BREA DISPOSAL

BREA POST OFFICE
(714) 903-8380 OR 903-8260
(714) 666-5467
(714) 634-3185
(714) 870-3228
(562) 903-7939
(562) 947-3811
(714) 535-8010 EXT. 320
(213) 217-7474
(714) 228-1530
(310) 816-2063
(310) 212-1794
(805) 226-2656
(918) 547-0007
(562) 285-4112
(562) 728-2394
(714) 990-7666
(714) 990-7697
(714) 990-7691
(714) 990-7626
(714) 990-7644
(714) 990-7800
(714) 238-3300
(714) 529-2163

BIRCH STREET
FROM N. KRAEMER BOULEVARD TO VALENCIA AVENUE
PHASE 1A STREET IMPROVEMENTS

TITLE SHEET

INDEX LEGEND
# STREET PLANS

SURVEY NOTES

BASIS OF BEARING

THE BASIS OF BEARING FOR THIS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 EPOCH
2017.50 AS DERIVED FROM GEODETIC VALUES PUBLISHED
BY THE CALIFORNIA SPATIAL REFERENCE CENTER.

BENCHMARK
FOUND 4" ALUMINUM BENCHMARK DISK STAMPED
"2L-28-14" ON THE NORTH EAST CORNER OF THE
INTERSECTION OF BIRCH ST / ROSE AND VALENCIA ON A 22'
CATCH BASIN, 32.4' FROM THE E.C.R. 4' FROM C.F.

ELEV = 462.011 NAVD 88
BASED ON A SURVEY BY METZ SURVEYING DATED MAY 7,
2024.

BIRCH STREET PHASE 1A

STREET IMPROVEMENTS
CIP NO. 7329
CIP NO. 7329 N. KRAEMER BLVD
17 STARFLOWER ST S. FLOWER HILL ST VOYAGER AVE

BIRCH STREET VALENCIA AVE
4 5 6 7 8 9 10 11 12 13

PROJECT LOCATION
CIP # 7329 RANGER ST
1 TRAFFIC CONTROL
T1-10 TRAFFIC CONTROL @ SR-142 (CALTRANS)
18 19

CITY OF BREA
R
19 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
# STREET PLANS
15 16

INTERSECTION GRIDS
BID DOCUMENT 1-23-2025
’
’
“ ”
“ ”
’
”
”
“
”
’ “ ”
’ “ ”
’ “
”
’
’
’
“ – ”

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 GENERAL NOTES

GENERAL NOTES
STANDARD PLANS:

NPDES NOTES:

BIRCH STREET PHASE 1A
STREET IMPROVEMENTS 2
1 CONSTRUCTION NOTES
2 3
4 5
7 15
19 20
6 8
9 10
11 12
13 14
21 16
17 18

SIGNING AND STRIPING NOTES
WM

LEGEND & ABBREVIATIONS
GB

STREET PLAN
BID DOCUMENT 1-23-2025
VAR 40'-50' 50'
VAR 32'-42' 42'
CL
EXIST
R/W
EXIST
R/W

TYPICAL SECTION
KRAEMER BLVD (STA 80+75) TO STARFLOWER ST (STA 92+68)
VAR 14'-16' 18'

1.5"
HIKE 1.5"
HIKE

VAR VAR

VAR VAR
(0.35' AC)
(0.33' AB)
(1.15' LTS)
GB GB
7 7

C FS PER
PLAN
L
JOIN
LIP
JOIN
LIP
4 5
*
3 2
5 60' 50'
32' 42'
CL
EXIST
R/W
EXIST
R/W

TYPICAL SECTION
STARFLOWER ST (92+68) TO FLOWER HILL ST (103+43)
VAR 14'-16' VAR 18'-24'

1.5"
HIKE 1.5"
HIKE
VAR
VAR
VAR
VAR
(0.30' AC)
(0.60' AB)
(0.70' LTS)
GB GB
7 7

C FS PER
PLAN
L
JOIN
LIP
JOIN
LIP
4 5
*
3 2
5 *
*LOCATION PER PLAN
*LOCATION PER PLAN

NTS NTS
*
1 1 11
VAR 40'-60' 50'
VAR 32'-45' 42'
CL
EXIST
R/W
EXIST
R/W

TYPICAL SECTION
FLOWER HILL ST (STA 103+43) TO STA 106+30
VAR 13.5'-14' 24'

VAR VAR

VAR VAR
(0.35' AC)
(0.33' AB)
(1.15' LTS)
GB GB
(0.35' AC)
(0.33' AB)

VAR VAR
12 *
6 *
6 3 4
5 (1.15' LTS)
4 2
5 VOYAGER AVE (STA 110+58) TO STA 113+00

TC PER PLAN TC PER PLAN
40' 50'
32' 42'
CL
EXIST
R/W
EXIST
R/W

TYPICAL SECTION
STA 106+30 TO VOYAGER AVE (STA 110+58)
VAR 13'-14' 24'

1.5"
HIKE

1.5"
HIKE
VAR
VAR
VAR
VAR
(0.35' AC)
(0.33' AB)
(1.15' LTS)
GB GB
(0.35' AC)
(0.33' AB)
(1.15' LTS)

VAR VAR
6"
6"
2 5
4 3
1 3 4
5 2
*
6 *
6 50' 50'
VAR 32'-45' 42'
CL
EXIST
R/W
EXIST
R/W

TYPICAL SECTION
STA 113+00 TO VALENCIA AVE (STA 127+81)
VAR 14'-22.5' VAR 24'-26'

1.5"
HIKE

1.5"
HIKE
VAR
VAR
VAR
VAR
(0.35' AC)
(0.33' AB)
(1.15' LTS)
GB GB
(0.35' AC)
(0.33' AB)
(1.15' LTS)

VAR VAR
6" 6"
2 5
4 3
1 3 4
5 2
*LOCATION PER PLAN *LOCATION PER PLAN
11 NTS

NTS NTS
1 1 11 11
*
*

TYPICAL SECTIONS
3 BIRCH STREET PHASE 1A

STREET IMPROVEMENTS

BIRCH STREET
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE (TYPE
D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH SURFACE.
5 REMOVE EXISTING ROADWAY STRUCTURAL SECTION AND
REPLACE WITH 8.5" AC DEEPLIFT (TYPE B PG 64-10). LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
7 REMOVE EXISTING ROADWAY STRUCTURAL SECTION AND
REPLACE WITH 6" AC DEEPLIFT (TYPE B PG 64-10). LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
6 REMOVE AND RECONSTRUCT PCC SIDEWALK PER CITY OF BREA
STD. PLAN 103-0.
9 LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

MEDIAN R&R

SIDEWALK R&R

GB GRADE BREAK

AC LEVEL COURSE
REMOVE AND RECONSTRUCT MEDIAN CURB (8” CF) PER CITY OF
BREA STD. PLAN 106-0.
8 REMOVE EXISTING MEDIAN HARDSCAPE AND LANDSCAPE, AS
REQUIRED, AND RECONSTRUCT IN KIND. ADJUST AND/OR
RECONSTRUCT IRRIGATION, AS REQUIRED.
11 REMOVE AND RECONSTRUCT MEDIAN CURB (VAR HT CF) PER
CITY OF BREA STD. PLAN 106-0.
12 CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 4
FROM KRAEMER BLVD TO STA 84+00

KRAEMER BLVD

BIRCH ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 84+00.00 SEE SHT 5

BIRCH STREET

STREET PLAN AND PROFILE
79+00 80+00 81+00 82+00 83+00 84+00
424
422
426
424
422
426
424
422
426
428
426
430
428
426
430
428
426
430 MATCHLINE STA 84+00.00 SEE SHT 5
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

MILL EXISTING AC PAVEMENT (VARIABLE DEPTH) TO A DEPTH OF

1.5" BELOW PROPOSED FINISH SURFACE.
20 13 RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.
14 DOUBLE ADJUST MANHOLE TO GRADE.

DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-203-06
2600 SNOWFIELD ST
AP# 320-203-05
195 THISTLE RD AP# 320-203-07
2626 SNOWFIELD ST
AP# 320-203-08
2642 SNOWFIELD ST
AP# 320-203-09
2660 SNOWFIELD ST
AP# 320-221-24
200 KRAEMER BLVD
AP#
320-203-10
2678

SNOWFIELD
ST
AP# 320-321-03
131 KRAEMER
BLVD
+00 80+00 81+00 82+00 83+00 84+ LINE BIKE LINE BIKELINE BIKE BIKE LINE TS TS TS
TS
TS TS
TS
EB
EB
TEL
TS
TS
TS
TS
TS TEL

CATV CATV
80+00 81+00 82+00 83+00 84+
+ 76 00
+ 77 00
+00 80+00 81+00 82+00 83+00 84+
+ 76 00
+ 77 00
+00 80+00 81+00 82+00 83+00 84+
AP# 320-081-20
2250 BIRCH ST
7 2
4 5
3 15
15 13
15 2 EA
(42')
(50')
(42')
(50') 82+66 +00 +75 14' 18' 18'
14' LT

14.5' LT
GB
GB
GB
GB

C INTERSECTION
76+20.56 KRAEMER BLVD
79+86.94 BIRCH ST=
L JOIN EX STA 81+18
2 7
GB
GB
1 1
1 1
1 16' LT 83+94
3 5' 81+18 81+68
4 20
5 JOIN EX 20' 17'
80+52
∠ PT
3 4

PROPOSED

IMPROVEMENTS
(BY OTHERS) 426.39 FS 426.74 FS 427.16 FS 427.52 FS 427.88 FS 428.26 FS +0.76% +0.74% +0.71% +0.84% +0.70%
(424.96 FS)
(425.33 FS)
(425.49 FS)
(425.81 FS)
(426.27 FS)
(426.62 FS)
(427.04 FS)
(427.39 FS)
(427.76 FS)
(428.14 FS)
(424.45 FS) 424.57 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB
+1.40% 81+18 JOIN EX (425.94 FS)
(425.24 FS)
(425.81 FS)
(425.82 FS)
(426.03 FS)
(426.35 FS)
(426.77 FS)
(427.14 FS)
(427.50 FS)
(427.81 FS)
(428.18 FS) 426.48 FS 426.90 FS 427.27 FS 427.63 FS 427.93 FS 428.31 FS +0.75% +0.61% +0.72% +0.75% +0.84%
(424.49 FS) 424.61 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
+1.06% 81+18 JOIN EX (426.14 FS)
(425.15 FS)
(425.62 FS)
(425.88 FS)
(426.01 FS)
(426.45 FS)
(426.84 FS)
(427.25 FS)
(427.66 FS)
(428.02 FS)
(428.41 FS) 426.66 FS 427.11 FS 427.48 FS 427.85 FS 428.24 FS 428.63 FS +0.77% +0.80% +0.73% +0.75% +0.89% 424.93 FS (424.72 FS) PROP FS @ CL

EX FS @ CL
+1.43% 81+18 JOIN EX (426.20 FS)
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 5
FROM STA 84+00 TO STA 89+00

BIRCH ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 89+00.00 SEE SHT 6 MATCHLINE STA 84+00.00 SEE SHT 4

BIRCH STREET

STREET PLAN AND PROFILE
84+00 85+00 86+00 87+00 88+00 89+00
428
426
430
428
426
430
428
426
430 MATCHLINE STA 84+00.00 SEE SHT 4
432
430
434
432
430
434
432
430 MATCHLINE 434 STA 89+00.00 SEE SHT 6

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE (TYPE
D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH SURFACE.
5 15

REMOVE EXISTING ROADWAY STRUCTURAL SECTION AND
REPLACE WITH 8.5" AC DEEPLIFT (TYPE B PG 64-10). LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
7 DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-203-10
2678 SNOWFIELD ST
AP# 320-203-11
2696 SNOWFIELD ST
AP# 320-203-12
2710 SNOWFIELD ST
AP# 320-203-13
2722 SNOWFIELD ST
AP# 320-203-14
2740 SNOWFIELD ST
AP# 320-203-15
2758 SNOWFIELD ST AP# 320-203-16
2776 SNOWFIELD ST
AP# 320-203-17
2794 SNOWFIELD ST
AP# 320-221-24
200 KRAEMER BLVD
+00 85+00 86+00 87+00 88+00 89+

CATV ICB EB ICB

ICB EB TEL
+00 85+00 86+00 87+00 88+00 89++00 85+00 86+00 87+00 88+00 89++00 85+00 86+00 87+00 88+00 89+ 2 7
4 5
15 (32') (42')
(40') (50') 87+27 16' 5' 8'
16' LT
GB
GB
GB
GB
GB
GB
3 3
4 5
5 GB
GB
GB
GB 84+35 84+97 85+88 88+38
2 7
7 2 7
7 16' 5' +60 +42 +48
2 EA 428.57 FS 428.96 FS 429.38 FS 429.79 FS 430.10 FS 430.46 FS 430.84 FS 431.37 FS 431.45 FS 431.68 FS +0.15% +0.46% +1.05% +0.76% +0.72% +0.62% +0.83% +0.83% +0.78% +0.62% (428.45 FS) (428.84 FS) (429.25 FS) (429.67 FS) (429.98 FS) (430.34 FS) (430.72 FS) (431.25 FS) (431.32 FS) (431.55 FS)
(428.14 FS) 428.26 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB
(428.56 FS)
(428.92 FS)
(429.25 FS)
(429.72 FS)
(430.10 FS)
(430.50 FS)
(430.90 FS)
(431.18 FS)
(431.38 FS)
(431.71 FS) 428.68 FS 429.05 FS 429.38 FS 429.85 FS 430.23 FS 430.63 FS 431.02 FS 431.31 FS 431.51 FS 431.84 FS +0.66%
+0.57% +0.40%
+0.79% +0.81% +0.76% +0.94% +0.65% +0.74% +0.75%
(428.18 FS) 428.31 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
(428.78 FS)
(429.14 FS)
(429.54 FS)
(429.93 FS)
(430.30 FS)
(430.67 FS)
(431.04 FS)
(431.37 FS)
(431.64 FS)
(431.77 FS) 429.00 FS 429.37 FS 429.70 FS 430.12 FS 430.50 FS 430.87 FS 431.26 FS 431.64 FS 431.83 FS +0.50% 432.08 FS
+0.37% +0.75% +0.79% +0.74% +0.76% +0.83% +0.67% +0.74% 428.63 FS +0.75%
(428.41 FS)
PROP FS @ CL

EX FS @ CL
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 6
FROM STA 89+00 TO STA 94+00

STARFLOWER ST

BIRCH ST

RANGER ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 94+00.00 SEE SHT 7 MATCHLINE STA 89+00.00 SEE SHT 5

BIRCH STREET

STREET PLAN AND PROFILE
89+00 90+00 91+00 92+00 93+00 94+00
432
430
434
432
430
434
432
430
434
432
436
434
432
436
434
432
436
434 MATCHLINE STA 94+00.00 SEE SHT 7 MATCHLINE STA 89+00.00 SEE SHT 5 STA 93+49

SEE INTERSECTION GRID
SHEET 15 STA 90+67.90 C BIRCH ST C INT L
L STA 91+85
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

MILL EXISTING AC PAVEMENT (VARIABLE DEPTH) TO A DEPTH OF

1.5" BELOW PROPOSED FINISH SURFACE.
20 REMOVE EXISTING ACCESS RAMP AND ADJACENT SIDEWALK

AND CONSTRUCT NEW ACCESS RAMP AND SIDEWALK PER
CALTRANS STD PLAN A-88A AND DETAIL AS NOTED ON PLAN.
10 13 RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.
14 DOUBLE ADJUST MANHOLE TO GRADE.
17 RESET SPIKE AND TAG OR IRON PIPE SURVEY MONUMENT.

DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-203-18
196 BALER AVE AP# 320-253-08
171 STARFLOWER ST
AP# 320-253-09
183 STARFLOWER ST
AP# 320-253-11
195 STARFLOWER ST
AP# 320-254-06
2900 PRIMROSE AVE
AP# 320-221-24
200 KRAEMER BLVD
AP# 320-203-17
2794

SNOWFIELD ST
AP# 320-222-07
210 RANGER AVE
AP# 320-254-05
2914 PRIMROSE AVE
+00 90+00 91+00 92+00 93+00 94+ LINE BIKE BIKE LINE

ICB TEL EB EB EB EB EB TS EB ICB ICB ICB TS TEL EB
+00 90+00 91+00 92+00 93+00 94+
+1 00
+00 90+00 91+00 92+00 93+00 94+
+1 00
+00 90+00 91+00 92+00 93+00 94+
7 7
3 5
4 3
5 15
13 15
15 15
15 2 EA
A
14 10
10 B
14 (32')
(60')
(42')
(50') +57 +04 +66 8' 16'5' 16' 18' 5' 18' 5'
GB
GB

C INTERSECTION
1+05.00 STARFLOWER ST
92+67.90 BIRCH ST=
L
JOIN
STA 1+33
JOIN
JOIN
STA 00+28
STA 00+32
7 3
4 2
GB
GB GB
GB GB
GB
(32') (42')
(40') (50')
5 5
20 1
1 +22
19 92+07 +24 +41 16' +79 +40
6 7
3 EA
93+24

CHANGE R&R SECTION
4 4 91+85 92+07 93+24 93+49
17 15
14 13 2 EA
15 431.93 FS 432.02 FS 432.17 FS
+0.39% 432.37 FS
+0.08% 432.41 FS
+0.52%
+0.18% +0.30% +0.51% (431.81 FS) (431.90 FS)
(432.05 FS)
(432.24 FS)
(432.28 FS)
(431.55 FS) 431.68 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB
(431.96 FS)
(432.07 FS)
(432.21 FS)
(432.32 FS)
(432.44 FS) 432.08 FS 432.20 FS 432.33 FS 432.44 FS
+0.25% 432.57 FS
+0.68%
+0.22% +0.27% +0.22% +0.49%
(431.71 FS) 431.84 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
(432.05 FS)
(432.19 FS)
(432.25 FS)
(432.43 FS)
(432.53 FS) 432.32 FS 432.44 FS 432.57 FS 432.68 FS
+0.25% 432.81 FS
+0.68%
+0.22% +0.27% +0.22% 432.08 FS
+0.49%
(431.77 FS)
PROP FS @ CL

EX FS @ CL 433.63 FS 434.01 FS
+0.77%
(433.50 FS)
(433.89 FS)
(433.84 FS)
(434.15 FS) 433.99 FS 434.37 FS
+0.75%
(433.63 FS)
(433.97 FS) 433.75 FS 434.10 FS
+0.69%
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 7
FROM STA 94+00 TO STA 99+00

BIRCH ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 99+00.00 SEE SHT 8 MATCHLINE STA 94+00.00 SEE SHT 6

BIRCH STREET

STREET PLAN AND PROFILE
94+00 95+00 96+00 97+00 98+00 99+00
432
436
434
432
436
434
432
436
434
436
440
438
436
440
438
436
440
438 MATCHLINE STA 99+00.00 SEE SHT 8 MATCHLINE STA 94+00.00 SEE SHT 6

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE (TYPE
D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH SURFACE.
5 REMOVE EXISTING ROADWAY STRUCTURAL SECTION AND
REPLACE WITH 8.5" AC DEEPLIFT (TYPE B PG 64-10). LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
7 15 DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-254-04
2928 PRIMROSE AVE
AP# 320-254-03
2942 PRIMROSE AVE
AP# 320-254-02
2956 PRIMROSE AVE
AP# 320-254-01
2970 PRIMROSE AVE
AP# 320-262-15
2984 PRIMROSE AVE
AP# 320-262-14
2998 PRIMROSE AVE
AP# 320-262-13
3012 PRIMROSE AVE
AP# 320-222-08
2950 BIRCH ST
AP# 320-222-07
210 RANGER AVE
AP# 320-254-05
2914 PRIMROSE AVE
AP# 320-222-23
3000 BIRCH ST
+00 95+00 96+00 97+00 98+00 99+ BIKE LINE ICB ICBEB ICB ICB ICB ICB EBEBTEL WMWMTEL+00 95+00 96+00 97+00 98+00 99++00 95+00 96+00 97+00 98+00 99++00 95+00 96+00 97+00 98+00 99+ 7 7
2 2
2 7
2 4
5 3
15 15
15 15
(32')
(60')
(42')
(50') +20 97+85 18' 5' 8' 16' 18'
18' RT
19' RT
GB
GB
GB
GB
GB
GB
16' LT
3 5
4 5
GB
GB
GB
GB
5 5' +805' +75 +72 6'
7 95+05 96+16
2 EA 434.40 FS 434.77 FS 435.17 FS 435.49 FS 435.91 FS 436.29 FS 436.69 FS 437.17 FS 437.44 FS 437.75 FS +0.63% +0.53% +0.95% +0.81% +0.75% +0.84% +0.65% +0.81% +0.73% +0.78% (434.28 FS) (434.64 FS) (435.05 FS) (435.37 FS) (435.79 FS) (436.16 FS) (436.57 FS) (437.04 FS) (437.31 FS) (437.62 FS)
(433.89 FS) 434.01 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB
(434.30 FS)
(434.68 FS)
(435.08 FS)
(435.47 FS)
(435.90 FS)
(436.25 FS)
(436.61 FS)
(436.97 FS)
(437.35 FS)
(437.75 FS) 434.42 FS 434.80 FS 435.21 FS 435.60 FS 436.02 FS 436.38 FS 436.73 FS 437.09 FS 437.48 FS 437.87 FS +0.79% +0.77% +0.72% +0.71% +0.71% +0.85% +0.78% +0.80% +0.77% +0.65% (433.97 FS) 434.10 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
(434.52 FS)
(434.89 FS)
(435.28 FS)
(435.68 FS)
(436.05 FS)
(436.43 FS)
(436.82 FS)
(437.20 FS)
(437.51 FS)
(437.88 FS) 434.71 FS 435.07 FS 435.48 FS 435.87 FS 436.26 FS 436.65 FS 437.05 FS 437.44 FS 437.72 FS 438.11 FS +0.79% +0.56% +0.77% +0.80% +0.77% +0.79% +0.78% +0.81% +0.73% 434.37 FS +0.68%
(434.15 FS)
PROP FS @ CL

EX FS @ CL
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 8
FROM STA 99+00 TO STA 104+50

BIRCH ST

FLOWER HILL ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 104+50.00 SEE SHT 9 MATCHLINE STA 99+00.00 SEE SHT 7

BIRCH STREET

STREET PLAN AND PROFILE
99+00 100+00 101+00 102+00 103+00 104+00
436
440
438
436
440
438
436
440
438 MATCHLINE STA 99+00.00 SEE SHT 7
440
444
442
440
444
442
440
444
442
440
444
442
440
438
442 MATCHLINE STA 104+50.00 SEE SHT 9
1 PROTECT IN PLACE.

CONSTRUCTION NOTES

EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH
FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).

FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE
ARHM-GG-C).
4 FURNISH AND PLACE VARIABLE DEPTH AC LEVEL
COURSE (TYPE D1 PG 64-10) TO 1.5" BELOW PROPOSED
FINISH SURFACE.
5 REMOVE EXISTING ROADWAY STRUCTURAL SECTION
AND REPLACE WITH 8.5" AC DEEPLIFT (TYPE B PG 64-10).

LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
7 15
19 ADJUST SURVEY WELL MONUMENT TO GRADE.

REMOVE EXISTING ROADWAY STRUCTURAL SECTION
AND REPLACE WITH 6" AC DEEPLIFT (TYPE B PG 64-10).

LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
6 REMOVE AND RECONSTRUCT MEDIAN CURB (8” CF) PER
CITY OF BREA STD. PLAN 106-0.
8 REMOVE AND RECONSTRUCT PCC SIDEWALK PER CITY
OF BREA STD. PLAN 103-0.
9 REMOVE EXISTING MEDIAN HARDSCAPE AND

LANDSCAPE, AS REQUIRED, AND RECONSTRUCT IN
KIND. ADJUST AND/OR RECONSTRUCT IRRIGATION, AS
REQUIRED.
11 DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE
ADJUST SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-262-12
3026 PRIMROSE AVE
AP# 320-262-11
3040 PRIMROSE AVE
AP# 320-262-10
3054 PRIMROSE AVE
AP# 320-262-09
3068 PRIMROSE AVE
AP# 320-262-08
3082 PRIMROSE AVE
AP# 320-222-20
3050 BIRCH ST
AP# 320-222-23
3000 BIRCH ST
AP# 320-262-13
3012 PRIMROSE AVE AP# 320-261-14
AP# 320-231-10
3100 BIRCH ST
+00 100+00 101+00 102+00 103+00 104+00 LINE BIKE BIKE LINE

ICB ICB ICB TEL WM
ICB EB

EB TEL WMWMTEL
+00 100+00 101+00 102+00 103+00 104+00
+1 00
+00 100+00 101+00 102+00 103+00 104+00
+1 00
+00 100+00 101+00 102+00 103+00 104+00
2 7
6 2
2 3
4 15 15 15
15 15
15 (32')
(60')
(42')
(50')
(32')
(60')
(42')
(50') 99+10 +49 102+70 103+68 +88 +18 +95 15' 14'3' 14' 24' 16' LT
15' LT
15' LT 14' LT
19' RT 20.5' RT 22' RT 24' RT
GB
GB
GB
GB

C INTERSECTION
1+05.00 FLOWER HILL ST
103+43.08 BIRCH ST=
L
JOIN
STA 1+35
6 6 4
3 5
4 3 5 8
5 GB
GB GB
GB
GB
GB
5 5
1 1
8 11
19 6
6 +17 +84 +03 4' 3'
3 100+49
CHANGE R&R SECTION +94 +14 102+54 102+79
9 6
2 EA 438.17 FS 438.51 FS 438.87 FS 439.23 FS 439.65 FS 440.02 FS 440.36 FS 440.56 FS 440.76 FS 440.95 FS +0.30% 441.10 FS
+0.39% +0.39% +0.39% +0.69% +0.74% +0.85% +0.72% +0.72% +0.67% +0.85% (438.05 FS) (438.38 FS) (438.74 FS) (439.10 FS) (439.52 FS) (439.90 FS) (440.24 FS) (440.51 FS) (440.70 FS) (440.83 FS)
(440.98 FS)
(437.62 FS) 437.75 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB 441.15 FS 441.19 FS 441.34 FS
+0.30% +0.30% 441.84 TC 441.87 TC 442.02 TC
+0.29% +0.30%

PROP FS
@ S'LY CURB
PROP N'LY TC 441.52 FS 441.54 FS 441.64 FS
+0.21% +0.21% 442.18 TC 442.20 TC 442.30 TC

PROP FS
@ N'LY CURB
+0.20% +0.20%

PROP N'LY TC
(438.14 FS)
(438.55 FS)
(438.94 FS)
(439.33 FS)
(439.73 FS)
(440.14 FS)
(440.52 FS)
(440.86 FS)
(441.12 FS)
(441.20 FS)
(441.30 FS) 438.27 FS 438.68 FS 439.07 FS 439.46 FS 439.86 FS 440.26 FS 440.64 FS 440.95 FS 441.24 FS 441.32 FS +0.20% 441.42 FS
+0.56% +0.18%
+0.62% +0.76% +0.81% +0.80% +0.78% +0.77% +0.82% +0.79% (437.75 FS) 437.87 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
(438.26 FS)
(438.69 FS)
(439.09 FS)
(439.49 FS)
(439.90 FS)
(440.29 FS)
(440.60 FS)
(440.83 FS)
(441.04 FS) 438.50 FS 438.90 FS 439.29 FS 439.68 FS 440.07 FS 440.47 FS 440.85 FS 441.06 FS +0.41% 441.26 FS
+0.41% +0.41% +0.76% +0.80% +0.78% +0.78% +0.77%
+0.78% +0.81% 438.11 FS (437.88 FS) 441.42 FS (441.21 FS) PROP FS @ CL

EX FS @ CL
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 9
FROM STA 104+50 TO STA 109+00

BIRCH ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 109+00.00 SEE SHT 10 MATCHLINE STA 104+50.00 SEE SHT 8

BIRCH STREET

STREET PLAN AND PROFILE
105+00 106+00 107+00 108+00 109+00
440
438
442
440
444
442
440
444
442
440
444
442 MATCHLINE STA 104+50.00 SEE SHT 8
440
444
442
440
444
442
440
444
442
440
444
442 MATCHLINE STA 109+00.00 SEE SHT 10
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE (TYPE
D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH SURFACE.
5 15

REMOVE EXISTING ROADWAY STRUCTURAL SECTION AND
REPLACE WITH 6" AC DEEPLIFT (TYPE B PG 64-10). LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
6 REMOVE AND RECONSTRUCT MEDIAN CURB (8” CF) PER CITY OF BREA STD. PLAN 106-0.
8 REMOVE AND RECONSTRUCT PCC SIDEWALK PER CITY OF BREA
STD. PLAN 103-0.
9 REMOVE EXISTING MEDIAN HARDSCAPE AND LANDSCAPE, AS
REQUIRED, AND RECONSTRUCT IN KIND. ADJUST AND/OR
RECONSTRUCT IRRIGATION, AS REQUIRED.
11 REMOVE AND RECONSTRUCT MEDIAN CURB (VAR HT CF) PER
CITY OF BREA STD. PLAN 106-0.
12 13 RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.
17 RESET SPIKE AND TAG OR IRON PIPE SURVEY MONUMENT.

DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-261-14
AP# 320-071-30
3145 BIRCH ST
AP# 320-231-03
3150 BIRCH ST
AP# 320-231-10
3100 BIRCH ST
105+00 106+00 107+00 108+00 109+

EB TEL EB WM ICB EB WM
105+00 106+00 107+00 108+00 109+
6 2
6 11
4 6
3 4
5 6
3 6
4 5
1 15 15
13 15 2 EA (32')(40') (42') (50') +43 106+00 +25 24' 11' 13' 24' 14' LT 13.5' LT
13' LT
13' LT
14' LT
GB
GB
GB
GB GB
GB
4 5
GB
GB GB
GB
(32')
(60')
(42')
(50') 14'
11 8
8 105+60 END MED HARDSCAPE BEGIN MED LANDSCAPE
6 +35
3 5
2 EA
8 8 +43 +00 +00
12 12 105+20 105+35
9 6
1 1
2 TREES
2 TREES
15 11 17 441.26 FS 441.31 FS 441.42 FS 441.64 FS 441.75 FS 441.96 FS 442.23 FS 442.44 FS 442.58 FS +0.41% +0.29%
+0.42% +0.53%
+0.43% +0.23%
+0.32% +0.09% +0.23% (441.14 FS) (441.18 FS)
(441.30 FS)
(441.52 FS)
(441.63 FS)
(441.84 FS)
(442.10 FS)
(442.31 FS)
(442.45 FS)
(440.98 FS) 441.10 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB 441.49 FS 441.54 FS 441.66 FS 441.87 FS 442.06 FS 442.36 FS 442.63 FS 442.78 FS 442.98 FS +0.30% +0.40% +0.54% +0.60%
+0.09% +0.24% +0.42% +0.32%
+0.38%
(442.31 TC)
(442.37 TC)
(442.56 TC)
(442.86 TC)
(443.13 TC)
(443.28 TC)
(443.48 TC) 442.18 TC 442.22 TC 442.33 TC 441.34 FS JOIN EX 442.02 TC +0.32% +0.08% +0.24% -0.07%

EX S'LY TC

PROP FS
@ S'LY CURB
PROP N'LY TC 106+25 441.77 FS 441.87 FS 441.82 FS 442.00 FS 442.16 FS 442.42 FS 442.59 FS 442.74 FS 442.95 FS +0.30% +0.42%
+0.52% +0.34%
+0.21% -0.11% +0.36% +0.32% +0.25% (442.46 TC) (442.49 TC) (442.66 TC)
(442.92 TC)
(443.09 TC)
(443.24 TC)
(443.45 TC) 442.43 TC 442.53 TC 442.49 TC

EX N'LY TC

PROP FS
@ N'LY CURB 441.64 FS
+0.26% +0.20% -0.03% -0.12% JOIN EX 442.30 TC
PROP N'LY TC 106+25 (441.43 FS) (441.53 FS) (441.56 FS) (441.64 FS)
(441.75 FS)
(442.04 FS)
(442.26 FS)
(442.41 FS)
(442.53 FS)441.55 FS 441.66 FS 441.68 FS 441.77 FS 441.88 FS 442.17 FS 442.39 FS 442.54 FS +0.24% 442.65 FS
+0.44% +0.29%
+0.22% +0.58%
+0.25% +0.22% +0.04% +0.17%
(441.30 FS) 441.42 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 10
FROM STA 109+00 TO STA 114+00

BIRCH ST

VOYAGER AVE
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 114+00.00 SEE SHT 11 MATCHLINE STA 109+00.00 SEE SHT 9

BIRCH STREET

STREET PLAN AND PROFILE
109+00 110+00 111+00 112+00 113+00 114+00
440
444
442
444
442
446
444
442
444
442
446
444
442
446 MATCHLINE STA 109+00.00 SEE SHT 9
444
442
446
444
442
444
442
446
444
442
446
444
442
446 MATCHLINE STA 114+00.00 SEE SHT 11 STA 111+45

SEE INTERSECTION GRID
SHEET 16 STA 110+58.02 C BIRCH ST C INT L
L STA 109+73
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE (TYPE
D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH SURFACE.
5 15
19 ADJUST SURVEY WELL MONUMENT TO GRADE.

MILL EXISTING AC PAVEMENT (VARIABLE DEPTH) TO A DEPTH OF

1.5" BELOW PROPOSED FINISH SURFACE.
20 REMOVE EXISTING ROADWAY STRUCTURAL SECTION AND
REPLACE WITH 6" AC DEEPLIFT (TYPE B PG 64-10). LEAVE 1.5" BELOW PROPOSED FINISH SURFACE.
6 REMOVE AND RECONSTRUCT MEDIAN CURB (8” CF) PER CITY OF BREA STD. PLAN 106-0.
8 REMOVE EXISTING MEDIAN HARDSCAPE AND LANDSCAPE, AS
REQUIRED, AND RECONSTRUCT IN KIND. ADJUST AND/OR
RECONSTRUCT IRRIGATION, AS REQUIRED.
11 REMOVE AND RECONSTRUCT MEDIAN CURB (VAR HT CF) PER
CITY OF BREA STD. PLAN 106-0.
12 14 DOUBLE ADJUST MANHOLE TO GRADE.
17 RESET SPIKE AND TAG OR IRON PIPE SURVEY MONUMENT.
18 ADJUST PULLBOX TO GRADE.

DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-071-31
3333 BIRCH ST
AP# 320-071-30
3145 BIRCH ST
AP# 320-233-01
3200 BIRCH ST
AP# 320-231-03
3150 BIRCH ST
+00 110+00 111+00 112+00 113+00 114+ BIKE LINE LINE BIKELINE BIKE EB
EB
EB

EB EB EB TEL EB ICBEB
ICB

ICB TEL TS WM EB EB
+00 110+00 111+00 112+00 113+00 114+
+1 00
+00 110+00 111+00 112+00 113+00 114+
+1 00
+00 110+00 111+00 112+00 113+00 114+
2 1
6 2
4 5
6 2
4 5
2 3
3 3
11 4
4 5
4 5
1 15
18 15
15 15
18 (45')
(50')
(42')
(50') 24' 14' 14' 24'
14' LT
GB
GB

C INTERSECTION
1+05.00 VOYAGER AVE
110+58.02 BIRCH ST=
L
JOIN
STA 00+43
GB
GB GB
GB
(32')
(40')
(42')
(50')
1 1
1 1
1 X GUTTER
8 8 113+00
19 JOIN EX MED CURB
6 6 109+30 110+03 12' +11+08
6 22'
2 EA
2 EA
2 EA
20 +50
12 +50
12 11 109+73 109+98 111+17 111+45
15 15
15 14
15 17
15 443.37 FS 443.48 FS 443.43 FS 443.52 FS 444.02 FS 444.58 FS +1.13%
+0.17% +0.99%
+0.21% -0.09%
(443.25 FS)
(443.35 FS)
(443.31 FS)
(443.39 FS)
(443.89 FS)
(444.46 FS)

PROP FS
@ S'LY GB

EX FS
@ S'LY GB 443.61 FS 443.71 FS 443.67 FS 443.81 FS 444.38 FS 444.97 FS +1.18%
+1.14%
+0.21% -0.08% +0.28%
(444.31 TC)
(444.88 TC)
(445.47 TC) 444.29 TC
+0.24% 444.40 TC
-0.10% 444.35 TC
-0.09% JOIN EX

EX S'LY TC

PROP FS
@ S'LY CURB
PROP S'LY TC 112+50 113+00 443.09 FS
+0.28% +0.32% (443.60 TC)
(443.45 TC)

EX N'LY TC

PROP FS
@ N'LY CURB 442.95 FS (443.44 FS)
(443.51 FS)
(443.40 FS)
(443.10 FS)
(443.67 FS)
(444.40 FS)443.56 FS 443.63 FS 443.52 FS 443.23 FS 443.80 FS 444.52 FS +1.45%
+0.14% -0.22% -0.59%
+1.14%

PROP FS
@ N'LY GB

EX FS
@ N'LY GB 443.12 FS
+0.28% +0.24% (443.62 TC) 442.98 FS (443.48 TC)

EX S'LY TC

PROP FS
@ S'LY CURB
+0.33% 442.74 FS
+0.42%
(442.62 FS)
(442.45 FS) 442.58 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB 443.78 FS 443.85 FS 443.74 FS 443.77 FS 444.32 FS 444.95 FS +1.26%
+0.14% -0.22% +0.05% +1.10% (444.28 TC)
(444.82 TC)
(445.45 TC) 444.44 TC 444.52 TC 444.41 TC

EX N'LY TC

PROP FS
@ N'LY CURB JOIN EX

PROP N'LY TC
+0.14% -0.22% 112+50
-0.26% 113+00 (442.70 FS)
+0.35% 442.83 FS
+0.33%
(442.53 FS) 442.65 FS
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 11
FROM STA 114+00 TO STA 119+00

BIRCH ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 119+00.00 SEE SHT 12 MATCHLINE STA 114+00.00 SEE SHT 10

BIRCH STREET

STREET PLAN AND PROFILE
114+00 115+00 116+00 117+00 118+00 119+00
452
450
454
452
450
454
452
450
454
448
452
450 MATCHLINE STA 119+00.00 SEE SHT 12
444
442
446
444
442
446
444
446
444
448
446
444
448
446 MATCHLINE STA 114+00.00 SEE SHT 10
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE (TYPE
D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH SURFACE.
5 15
13 RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.

REMOVE AND DISPOSE EXISTING TRUNCATED DOMES. MILL

CONCRETE SURFACE AND INSTALL NEW TRUNCATED DOME
FLUSH WITH ADJACENT FINISH SURFACE.
21 DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-233-03
3300 BIRCH ST
AP# 320-233-01
3200 BIRCH ST
AP# 320-071-31
3333 BIRCH ST
+00 115+00 116+00 117+00 118+00 119+ BIKE LINE LINE BIKE TEL ICB ICB TS EB

EB TEL WM
EB
ICB +00 115+00 116+00 117+00 118+00 119+
+00 115+00 116+00 117+00 118+00 119++00 115+00 116+00 117+00 118+00 119+ 3 4 5 1
2 2
3 3
4 5
4 5
13 15
2 EA
(33')
(50')
(42')
(50') 24'
14' LT 14.5' LT
16' LT
17' LT
24' RT

24.5' RT
GB
GB
GB
GB
GB
GB GB
GB
GB
GB 14'
1 X GUTTER END VAR ARHM
1 21 21
15 15 15
15 15 445.05 FS 445.80 FS 446.55 FS 447.29 FS 448.08 FS 448.93 FS 449.70 FS 450.33 FS 451.06 FS 451.74 FS +1.36%
+1.45%
+1.25%
+1.55%
+1.70%
+1.59%
+1.48%
+1.50%
+1.50%
+0.93%
(444.92 FS)
(445.67 FS)
(446.42 FS)
(447.16 FS)
(447.95 FS)
(448.80 FS)
(449.58 FS)
(450.20 FS)
(450.93 FS)
(451.61 FS)
(444.46 FS) 444.58 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB 446.20 FS 446.84 FS 447.61 FS 448.41 FS 449.18 FS 449.91 FS 450.65 FS 451.39 FS 452.06 FS +1.34%
+1.48%
+1.46%
+1.54%
+1.60%
+1.66%
+1.54%
+1.48%
+0.97%
(446.66 TC)
(447.34 TC)
(448.11 TC)
(448.91 TC)
(449.68 TC)
(450.41 TC)
(451.15 TC)
(451.89 TC)
(452.56 TC) 445.31 FS 444.97 FS (445.47 TC) (445.81 TC)

EX S'LY TC

PROP FS
@ S'LY CURB

PROP FS
@ S'LY CURB 446.88 FS 447.65 FS 448.42 FS 449.28 FS 450.03 FS 450.67 FS 451.38 FS 452.00 FS +1.53%
+1.54%
+1.54%
+1.72%
+1.50%
+1.28%
+1.42%
+1.24%
+0.91%
(446.55 TC)
(447.38 TC)
(448.15 TC)
(448.92 TC)
(449.77 TC)
(450.53 TC)
(451.17 TC)
(451.88 TC)
(452.50 TC)
(445.77 TC)
(445.45 TC) EX N'LY TC

EX N'LY TC

PROP FS
@ N'LY CURB

PROP FS
@ N'LY CURB 444.95 FS 445.27 FS 446.29 FS (444.95 FS) (445.70 FS) (446.39 FS) (447.12 FS) (447.97 FS) (448.68 FS) (449.43 FS) (450.19 FS)
(450.92 FS)
(451.63 FS) 445.08 FS 445.82 FS 446.51 FS 447.24 FS 448.10 FS 448.81 FS 449.56 FS 450.32 FS 451.05 FS 451.75 FS +1.41%
+1.47%
+1.51%
+1.50%
+1.43%
+1.71%
+1.46%
+1.37%
+1.49%
+1.12%
(444.40 FS) 444.52 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
(445.28 FS)
(445.92 FS) 445.46 FS 446.17 FS
+1.30% +1.42% +1.16%
4 5.2
9 F
S 446.30 FS (445.16 FS) (446.08 FS)
PROP FS @ CL

EX FS @ CL
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 12
FROM STA 119+00 TO STA 124+00

BIRCH ST
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 124+00.00 SEE SHT 13 MATCHLINE STA 119+00.00 SEE SHT 11

BIRCH STREET

STREET PLAN AND PROFILE
119+00 120+00 121+00 122+00 123+00 124+00
452
450
454
452
450
454
452
454
452
450
454
452
450
454 MATCHLINE STA 119+00.00 SEE SHT 11
456
454
456
454
456
454
458
456
454
458
456
454
458 MATCHLINE STA 124+00.00 SEE SHT 13
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).
4 FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE ARHM-GG-C).

FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE (TYPE
D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH SURFACE.
5 15
14 DOUBLE ADJUST MANHOLE TO GRADE.
17 RESET SPIKE AND TAG OR IRON PIPE SURVEY MONUMENT.

DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE ADJUST
SQUARE VAULT AND MANHOLE TO GRADE.

AP# 320-071-31
3333 BIRCH ST
AP# 320-233-03
3300 BIRCH ST
AP# 320-233-21
3350 BIRCH ST
+00 120+00 121+00 122+00 123+00 124+ BIKE LINE LINE BIKE ICB ICBEBICB ICB ICBICB ICBEB WMTELEB ICB ICB ICBICB CATV+00 120+00 121+00 122+00 123+00 124++00 120+00 121+00 122+00 123+00 124++00 120+00 121+00 122+00 123+00 124+ 1 2
2 3
3 4 5
4 5
1 2
2 3
3 4 5
4 5
15 15
15 14
15 15
(39')
(50')
(42')
(50') 26' 22.5' 26'
17' LT 19.5' LT 21.5' LT

22.5' LT

24.5' RT 26' RT
GB
GB
GB
GB
3 4 5
GB
GB
GB
GB
GB
GB
GB
GB
2 EA
17 452.32 FS 452.83 FS 453.16 FS 453.63 FS 453.93 FS 454.22 FS 454.55 FS 454.83 FS 455.10 FS 455.33 FS +0.45% +0.55% +0.55% +0.68% +0.56% +0.60% +0.94% +0.66% +1.03% +1.17%
(452.19 FS)
(452.71 FS)
(453.04 FS)
(453.51 FS)
(453.81 FS)
(454.09 FS)
(454.43 FS)
(454.70 FS)
(454.98 FS)
(455.20 FS)
(451.61 FS) 451.74 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB 454.23 FS 454.58 FS 454.98 FS 455.27 FS 455.53 FS +0.52% +0.58%
+0.79% +0.80% 452.63 FS 453.12 FS 453.46 FS
+1.05% +0.69% +0.98%
+1.14%
(453.13 TC)
(453.62 TC)
(454.01 TC)
(454.73 TC)
(455.08 TC)
(455.48 TC)
(455.77 TC)
(456.03 TC) 455.55 FS 453.84 FS 452.06 FS (452.56 TC) (454.34 TC) (456.05 TC)

EX S'LY TC

PROP FS
@ S'LY CURB

PROP FS
@ S'LY CURB 452.56 FS 453.07 FS 453.56 FS
+0.96% +0.98% +1.02%
+1.12% 454.27 FS 454.60 FS 455.00 FS 455.28 FS 455.53 FS +0.50% +0.56%
+0.74% +0.80%
(453.06 TC)
(453.57 TC)
(454.06 TC)
(454.77 TC)
(455.10 TC)
(455.50 TC)
(455.78 TC)
(456.03 TC)
(454.42 TC)
(456.04 TC)
(452.50 TC)

EX N'LY TC

PROP FS
@ N'LY CURB

PROP FS
@ N'LY CURB 452.00 FS453.92 FS 455.54 FS (452.27 FS) (452.80 FS) (453.21 FS) (453.50 FS) (453.80 FS) (454.12 FS) (454.45 FS) (454.75 FS) (455.08 FS) (455.32 FS) 452.39 FS 452.92 FS 453.33 FS 453.63 FS 453.92 FS 454.24 FS 454.58 FS 454.88 FS 455.21 FS 455.45 FS +0.49% +0.65% +0.60% +0.67% +0.64% +0.59% +0.59% +0.82% +1.06% +1.28%
(451.63 FS) 451.75 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
(455.63 FS) 455.82 FS
+0.57%
5 5.5
6 F
S (455.38 FS)
PROP FS @ CL

EX FS @ CL
(453.73 FS)
(454.08 FS) 454.02 FS 454.32 FS 453.90 FS
+0.89% +0.60%
5 4.2
6 F
S (453.70 FS) (454.12 FS)
PROP FS @ CL

EX FS @ CL
BID DOCUMENT 1-23-2025

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
LEGEND

GRADE BREAK
SHEET NO.

DETAIL NO. -#

1.5" MILL

VAR MILL

ROADWAY R&R

MEDIAN R&R
GB

EX MEDIAN CURB

PROP MEDIAN CURB

GRADE BREAK

SIDEWALK R&R

CROSS GUTTER

SPANDREL R&R
19 13
FROM STA 124+00 TO VALENCIA AVE

BIRCH ST
VALENCIA AVE (SR-142)
SCALE: 1"= 20'
0 20 40 60
FOR REDUCED PLANS MATCHLINE STA 124+00.00 SEE SHT 12

BIRCH STREET

STREET PLAN AND PROFILE
124+00 125+00 126+00 127+00 128+00 129+00
460
458
458
458
458
456
458
456
460
456
456
460
456
460
456
454
456
454
458
456
454
458
456
454
458
456
454
458 MATCHLINE STA 124+00.00 SEE SHT 12
1 PROTECT IN PLACE.

CONSTRUCTION NOTES

EDGE MILL EXISTING AC PAVEMENT (VARIABLE DEPTH
FROM 1.5" TO 3.0" AT GUTTER LIP).
2 3 MILL EXISTING AC PAVEMENT (1.5" DEPTH).

FURNISH AND PLACE 1.5" ARHM OVERLAY (TYPE
ARHM-GG-C).
4 FURNISH AND PLACE VARIABLE DEPTH AC LEVEL COURSE
(TYPE D1 PG 64-10) TO 1.5" BELOW PROPOSED FINISH
SURFACE.
5 15

MILL EXISTING AC PAVEMENT (VARIABLE DEPTH) TO A
DEPTH OF 1.5" BELOW PROPOSED FINISH SURFACE.
20 13 RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.
14 DOUBLE ADJUST MANHOLE TO GRADE.

DOUBLE ADJUST WATER VALVE TO GRADE. DOUBLE
ADJUST SQUARE VAULT AND MANHOLE TO GRADE.

PROFILE SCALE
16 CONSTRUCT TYPE E LOOP DETECTOR PER CALTRANS STD
PLAN E5-5A AND E5-5B.

AP# 320-233-21
3350 BIRCH ST
AP# 320-071-31
3333 BIRCH ST
+
3 00
+ 128 40
+ 129 00
+ 130 00
+00 125+00 126+00 127+00 128+00 128+40 LINE BIKE
TS TS
TS TS
TEL
EB

TS TEL TSTS TEL ICB ICB ICB ICB
TS WM EB WM +00 125+00 126+00 127+00 128+00 128++40
3 00
+00 125+00 126+00 127+00 128+00 128+40
1 2
2 3
3 4 5
4 5
15 13
15 14 15
14 15
16 15
14 15
2 EA
12 EA
GB
GB GB
GB

C INTERSECTION
0+97.51 VELENCIA AVE
128+39.61 BIRCH ST=
L
GB
GB
GB
GB
(40')
(50')
(42')
(50') 22.5' 26'
1 1
4 20
127+81
127+75
127+68
JOIN EX 127+28
3 EA
4 EA
3 EA
4 20 + 129 00
+ 130 00

STATE R/W

STATE R/W
STATE R/W 455.92 FS 455.93 FS 456.27 FS 456.54 FS 456.72 FS 457.07 FS 457.53 FS 458.02 FS +0.04% +0.68% +0.54%
+0.70% +0.92% +0.98% +0.97%
+0.36%
(456.42 TC)
(456.43 TC)
(456.77 TC)
(457.04 TC)
(457.22 TC)
(457.57 TC)
(458.03 TC)
(458.52 TC) 458.13 FS (458.63 TC)

EX S'LY TC

PROP FS
@ S'LY CURB 455.92 FS 455.96 FS 456.21 FS 456.44 FS 456.68 FS 457.04 FS 457.47 FS 457.97 FS+1.05% +1.00% +0.86% +0.72% +0.48% +0.15% +0.49% +0.46%
(456.42 TC)
(456.47 TC)
(456.71 TC)
(456.95 TC)
(457.18 TC)
(457.54 TC)
(457.97 TC)
(458.47 TC)
(458.59 TC)

EX N'LY TC

PROP FS
@ N'LY CURB 458.09 FS (455.58 FS) (455.81 FS) (456.06 FS) (456.27 FS) (456.67 FS) (457.17 FS) (457.66 FS) 455.71 FS 455.93 FS 456.18 FS 456.39 FS 456.80 FS 457.29 FS 457.94 FS +1.54%
+1.12% +0.99% +0.81%
+0.50% +0.42%
+0.51% +0.46%
(455.32 FS) 455.45 FS

PROP FS
@ N'LY GB

EX FS
@ N'LY GB
STA 127+80.85
JOIN EX; (458.42 LIP) STA 127+28.00 GB; 457.60 FS (457.46 FS) 455.63 FS 455.83 FS 456.12 FS 456.23 FS 456.46 FS 456.98 FS 456.60 FS +0.60% -2.50%
+1.03%
+0.22% +0.47%
+0.40% +0.59%
+0.60%
(455.50 FS)
(455.70 FS)
(456.00 FS)
(456.11 FS)
(456.34 FS)
(456.86 FS)
(456.77 FS)
(455.20 FS) 455.33 FS

PROP FS
@ S'LY GB

EX FS
@ S'LY GB
STA 127+68.31
JOIN EX; (456.14 LIP)
(457.07 FS) STA 127+28.00 GB; 457.15 FS
(458.34 FS)
(458.61 FS)
(458.55 FS)
(457.38 FS)
+0.82%
STA 127+75.04
JOIN EX; (458.08 FS) 457.96 FS (457.95 FS)
PROP FS @ CL

EX FS @ CL 455.82 FS
+0.44%
(455.63 FS)
5 5.9
2 F
S (455.79 FS)

PROP FS
@ CL

EX FS
@ CL
BID DOCUMENT 1-23-2025

EB EB EB EB TS
(434.33 TC)
(433.67 FL)
ECR
JOIN EX.
433.76 TC
433.43 FL
4" CF
432.99 TC/FL
0" CF
432.92 TC/FL
0" CF
433.22 TC
432.72 FL 6" CF JOIN EX. BCR (432.49 FL)
(433.16 TC)

4.2'

4.2'
433.17 FS

4.2'

10.9'

4.2'

10.7'

1.4%

6.7%

3.6%

3.6%
433.11 FS
433.47 FS
433.26 FS
433.32 FS
433.32 FS
433.38 FS
433.53 FS

3.6%

3.5%

2.5%

1.2%

EX R/W
(432.67 FS)
JOIN EX.
(2.2%)
(0.6%)

4.7'
(434.04 FS) JOIN EX.
(4.4%)

4.2' GB
GB
GB
GB
GB
GB
(433.83 TC)
(433.24 FL)
ECR
JOIN EX.
433.35 TC
432.85 FL
6" CF
432.60 TC/FL 0" CF
432.54 TC/FL 0" CF
432.85 TC
432.35 FL
6" CF
(432.50 TC)
(431.88 FL) BCR JOIN EX.

18.4'

7.0'

9.4'

16.0'

4.4%

1.9%

8.0%

3.0%

2.4%

2.7%

1.4%

2.7%

2.5%
1 LIGHT
POST
1 LIGHT
POST
18 18
433.82 TC
433.32 FS
6" CF
433.89 TC
433.39 FS
6" CF
433.99 TC
433.64 FS
433.72 TC
433.37 FS

5.0'

4.2'

6.0%

4.2'

1.4%

1.2%

2.4%

1.4%

2.4%

4.2'

9.4'

4.2'

9.3'

3.6%

1.4%

1.1%

2.4%

6.0%

2.4%

1.8%

1.0%
433.58 FS
433.33 FS
433.26 FS
433.31 FS
(1.4%) JOIN EX. (434.21 FS)

8.7'
(434.22 FS)
433.47 FS
(4.0%)
(433.48 FS)
JOIN EX. 8.0'
(2.0%)

EX R/W

8.5'

13.0'

5.0'

8.0'

13.5'
GB
GB
GB
GB
GB GB

6.7%

5.9%

3.8%

0.4%

2.8%

3.4%

1.4%

2.5%

1.7%
1 LIGHT
POST
18 18
18 1
LIGHT
POST
C3 C4 7.6'
GB
GB
GB
GB
1 MH

CASE B CASE B

CURVE TABLE
CURVE #
C3
C4
DELTA
92° 46' 49"
80° 54' 39"
RADIUS

34.00'

34.00'
LENGTH

55.06'

48.01'

TANGENT

35.69'

28.99'

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 CONSTRUCTION DETAILS
14 RANGER STREET
SCALE: 1"= 5'
0 5 10 15

FOR REDUCED PLANS

BIRCH STREET
SCALE: 1"=5'

SW CORNER BIRCH ST / RANGER ST A
6 B
SCALE: 1"=5' 6

SE CORNER BIRCH ST / RANGER ST
1 PROTECT IN PLACE.

CONSTRUCTION NOTES
18 ADJUST PULLBOX TO GRADE.

LEGEND

AC DEEPLIFT SLOT PAVE

TRUNCATED DOMES

SIDEWALK

ABBREVIATIONS

GB GRADE BREAK

FS FINISH SURFACE

HP HIGH POINT

TC TOP OF CURB

FL FLOW LINE
CL

CF CURB FACE

CENTERLINE

GB GRADE BREAK

CROSS GUTTER SPANDREL
MULCH
BID DOCUMENT 1-23-2025

EB EB EB EB TS EB ICBICB ICB TS TEL EB
(432.04 LIP) (432.25 LIP) (432.49 LIP) (432.64 LIP) (432.79 LIP) (432.94 LIP) (433.07 LIP) (432.45 LIP)
(432.54 LIP)(432.67 LIP)
(433.06 LIP)
(433.00 LIP)
(432.91 FS) (433.05 FS)(433.12 FS)
(433.18 FS)
(433.23 FS)
(433.21 FS)
(433.18 FS)
(433.09 FS)
(433.83 LIP)
(433.56 LIP)
(433.10 LIP)
(432.98 LIP)
(432.81 LIP)
432.39 FS (432.39 FS)
432.57 FS (432.57 FS)
432.83 FS (432.83 FS)
433.00 FS (432.91 FS)
432.93 FS (432.88 FS)
432.71 FS (432.70 FS)
432.72 FS (432.72 FS) 432.94 FS (432.94 FS) 433.06 FS (433.06 FS)433.13 FS (433.13 FS)
433.19 FS
(433.19 FS)
433.24 FS
(433.24 FS)
433.23 FS
(433.23 FS)
433.19 FS
(433.19 FS)
433.10 FS
(433.18 FS)
432.80 FS (432.80 FS) 432.90 FS (432.92 FS) 433.03 FS (433.04 FS) 433.11 FS (433.11 FS)433.18 FS (433.18 FS)
433.24 FS
(433.24 FS)
433.30 FS
(433.28 FS)
433.31 FS
(433.30 FS)
433.28 FS
(433.29 FS)
433.29 FS
(433.29 FS)
433.27 FS
(433.27 FS)
433.36 FS
(433.33 FS)
432.97 FS (432.96 FS) 433.03 FS (433.03 FS) 433.10 FS (433.09 FS) 433.17 FS (433.16 FS)433.24 FS (433.23 FS)
433.30 FS
(433.30 FS)
433.35 FS
(433.34 FS)
433.38 FS
(433.37 FS)
433.41 FS
(433.41 FS)
433.46 FS
(433.45 FS)
433.50 FS
(433.50 FS)
433.58 FS
(433.57 FS)
433.00 FS (433.00 FS) 433.03 FS (433.06 FS) 433.14 FS (433.13 FS) 433.20 FS (433.21 FS)433.23 FS (433.27 FS)
433.33 FS
(433.35 FS)
433.42 FS
(433.40 FS)
433.48 FS
(433.45 FS)
433.53 FS
(433.50 FS)
433.60 FS
(433.57 FS)
433.60 FS
(433.64 FS)
433.74 FS
(433.70 FS)
432.89 FS (432.92 FS) 432.98 FS (433.00 FS) 433.05 FS (433.06 FS) 433.13 FS (433.15 FS)433.20 FS (433.20 FS)
433.24 FS
(433.25 FS)
433.28 FS
(433.32 FS)
433.32 FS
(433.34 FS)
433.35 FS
(433.36 FS)
433.38 FS
(433.39 FS)
433.44 FS
(433.45 FS)
433.55 FS
(433.51 FS)
432.65 FS (432.69 FS) 432.77 FS (432.79 FS) 432.89 FS (432.87 FS) 432.98 FS (432.95 FS)433.03 FS (433.03 FS)
433.08 FS
(433.09 FS)
433.12 FS
(433.11 FS)
433.15 FS
(433.12 FS)
433.17 FS
(433.16 FS)
433.18 FS
(433.19 FS)
433.23 FS
(433.23 FS)
433.31 FS
(433.30 FS)
432.49 FS (432.50 FS) 432.62 FS (432.65 FS) 432.80 FS (432.81 FS) 432.88 FS (432.87 FS)432.92 FS (432.93 FS)
432.96 FS
(432.93 FS)
432.99 FS
(432.99 FS)
433.01 FS
(433.00 FS)
433.05 FS
(433.01 FS)
433.06 FS
(433.07 FS)
433.01 FS
(433.11 FS)
433.06 FS
(433.03 FS)
432.80 FS (432.80 FS) 432.87 FS (432.84 FS)432.91 FS
(432.89 FS)
432.94 FS
(432.90 FS)
432.97 FS
(432.95 FS)
432.99 FS
(432.99 FS)
433.00 FS
(433.03 FS)
433.00 FS
(433.03 FS)
433.16 FS
(433.21 FS)
433.17 FS
(433.18 FS)
433.08 FS
(433.09 FS)
433.06 FS
(433.08 FS)
433.00 FS
(433.01 FS) 432.94 FS (432.90 FS)
433.45 FS
(433.46 FS)
433.52 FS
(433.54 FS)
432.52 FS (432.54 FS) 432.28 FS (432.28 FS)
432.81 FS (432.82 FS)
433.11 FS
(433.18 FS)
433.28 FS
(433.28 FS)
433.39 FS
(433.39 FS)
432.82 FS
(432.83 FS)
433.27 FS433.51 FS
433.71 FS
433.74 FS
433.80 FS
432.28 FS (432.26 FS) 432.22 FS (432.17 FS)
432.21 FS (432.15 FS)
432.54 FS (432.43 FS) 432.53 FS (432.41 FS) 432.55 FS (432.49 FS) 432.83 FS (432.75 FS)
433.00 FS (432.84 FS) 433.00 FS (432.79 FS)
432.90 FS (432.74 FS) 432.92 FS (432.81 FS)
432.72 FS (432.63 FS)
432.69 FS (432.61 FS)
432.67 FS (432.60 FS)
432.90 FS (432.71 FS)
433.02 FS (432.76 FS)
432.79 FS (432.64 FS)
432.80 FS (432.66 FS)
432.59 FS (432.45 FS)
432.80 FS (432.67 FS)
(432.03 LIP) (431.89 LIP) (431.91 LIP)(431.97 LIP)
(432.45 LIP) (432.40 LIP) (432.35 LIP) (432.34 LIP)
(432.98 LIP)
(432.99 LIP)
(433.08 LIP)
(433.18 LIP)
(433.20 LIP)
(432.71 LIP)
(432.71 LIP)
(432.79 LIP)
(432.87 LIP)
(432.88 LIP)
433.15 FS
(433.12 FS)
433.21 FS
(433.23 FS)
433.44 FS
(433.36 FS)
433.55 FS
(433.44 FS)
433.68 FS
(433.57 FS)
433.77 FS
(433.65 FS)
433.82 FS
(433.76 FS)
433.82 FS
(433.83 FS)
433.71 FS
(433.64 FS)
433.83 FS
(433.70 FS)
433.58 FS
(433.49 FS)
433.49 FS
(433.41 FS)
433.75 FS
(433.62 FS)
433.59 FS
(433.50 FS)
433.84 FS
(433.71 FS)
433.99 FS
(433.84 FS)
433.78 FS
(433.65 FS)
433.62 FS
(433.49 FS)
433.22 FS
(433.24 FS)
92+00 93+00
+1 00
92+00 93+00
+1 00
10' 10'
(432)
(432.2)
(432.4)
(432.4)
(432.6)
(432.6)
(433.2)
(433.2)
(433.4)
(433.4)
(433.6)
(433.6)
(433.8)
(433.8)
(433.2)
(433.2)
(433.4)
(433.6)
(433.8)
(432.8)
432.4
432.6
432.6
432.8
432.8
433
433
433.2
433.4
433.6
433.8
433
433
433
433.2
433.4
433.6
433.8
433.2
433.4
433.6
431.8
432
432.2
432.2
432.4
432.4
432.6
432.6
432.8
432.8
433
433.2
433.4
433.4
433.6
433.6
433.8
433.8
434
434
GB
GB GB
GB
(433.19 LIP)
(433.35 LIP)
(433.92 LIP)
(433.91 FS)
(433.86 FS)
(433.80 FS)
(433.64 FS)
(433.41 FS)
(433.87 FS)
(433.27 FS)(433.51 FS)
(433.71 FS)
(433.74 FS)
(433.80 FS)
GB
GB
GB
GB

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 15
SCALE: 1"= 10'
0 10 20 30

FOR REDUCED PLANS

BIRCH STREET

STARFLOWER STREET / RANGER STREET

INTERSECTION GRID

EX MEDIAN CURB

PROP MEDIAN CURB BIRCH ST

EXISTING ELEVATION

FINISH SURFACE

PROPOSED

ELEVATION CONTOUR
FS

LIP LIP OF GUTTER

PROPOSED ELEVATION

EXISTING

ELEVATION CONTOUR

LEGEND BIRCH ST

STARFLOWER ST
RANGER ST STA 91+85 SAT 92+07 STA 93+24 STA 93+49
STA 1+33

JOIN EX
STA 0+28

JOIN EX
STA 0+32

JOIN EX
(100.00 FS) 100.00 FS
BID DOCUMENT 1-23-2025
EB
EB

EB EB EB TEL EB ICBEB TEL TS WM EB EB
(442.22 LIP)(442.28 LIP) (442.49 LIP) (442.75 LIP) (443.02 LIP) (443.30 LIP) (443.53 LIP) (443.65 LIP) (443.62 LIP) (443.53 LIP)
(443.33 LIP)
(443.10 LIP)
(442.92 LIP)
(442.70 LIP)
(442.64 LIP)
(442.68 LIP)
(442.82 LIP)
(442.81 LIP)
(442.43 LIP)(442.49 LIP) (442.54 LIP)
442.62 FS (442.56 FS) 442.62 FS (442.62 FS) 442.73 FS (442.72 FS) 442.80 FS (442.80 FS) 442.83 FS (442.84 FS) 442.86 FS (442.86 FS) 442.88 FS
(442.88 FS)
442.89 FS
(442.89 FS)
442.90 FS
(442.91 FS)
442.93 FS
(442.93 FS)
442.94 FS
(442.97 FS)
442.95 FS
(442.99 FS)
442.98 FS
(443.00 FS)
443.02 FS
(443.02 FS)
443.05 FS
(443.05 FS)
442.88 FS (442.85 FS) 442.90 FS (442.90 FS) 442.94 FS (442.95 FS) 442.99 FS (442.99 FS) 443.02 FS (443.02 FS) 443.05 FS (443.04 FS) 443.06 FS
(443.06 FS)
443.07 FS
(443.06 FS)
443.08 FS
(443.09 FS)
443.10 FS
(443.11 FS)
443.12 FS
(443.17 FS)
443.15 FS
(443.21 FS)
443.19 FS
(443.22 FS)
443.27 FS
(443.24 FS)
443.36 FS
(443.26 FS)
442.95 FS (442.89 FS) 442.93 FS (442.93 FS) 442.97 FS (442.96 FS) 443.02 FS (443.00 FS) 443.08 FS (443.05 FS) 443.13 FS (443.10 FS) 443.16 FS
(443.15 FS)
443.18 FS
(443.17 FS)
443.19 FS
(443.20 FS)
443.23 FS
(443.22 FS)
443.27 FS
(443.25 FS)
443.33 FS
(443.32 FS)
443.40 FS
(443.39 FS)
443.44 FS
(443.42 FS)
443.49 FS
(443.42 FS)
442.72 FS (442.68 FS) 442.73 FS (442.73 FS) 442.79 FS (442.79 FS) 442.84 FS (442.83 FS) 442.89 FS (442.88 FS) 442.94 FS (442.93 FS) 442.98 FS
(442.99 FS)
443.00 FS
(443.00 FS)
443.03 FS
(443.02 FS)
443.05 FS
(443.05 FS)
443.09 FS
(443.08 FS)
443.14 FS
(443.14 FS)
443.19 FS
(443.20 FS)
443.25 FS
(443.24 FS)
443.31 FS
(443.29 FS)
443.07 FS (443.01 FS) 443.09 FS (443.04 FS) 443.13 FS (443.12 FS) 443.17 FS (443.14 FS) 443.20 FS (443.15 FS) 443.20 FS (443.18 FS) 443.20 FS
(443.21 FS)
443.20 FS
(443.23 FS)
443.25 FS
(443.25 FS)
443.29 FS
(443.28 FS)
443.33 FS
(443.32 FS)
443.40 FS
(443.37 FS)
443.50 FS
(443.42 FS)
443.53 FS
(443.51 FS)
443.58 FS
(443.44 FS)
443.64 FS
(443.46 FS)
443.40 FS
(443.39 FS)
443.40 FS
(443.42 FS)
443.40 FS
(443.42 FS)
443.20 FS
(443.30 FS)
443.21 FS
(443.33 FS)
443.39 FS
(443.36 FS) 443.20 FS (443.17 FS) 443.20 FS (443.22 FS) 443.20 FS (443.26 FS) 442.80 FS
(442.81 FS)
442.83 FS
(442.87 FS)
442.78 FS
(442.79 FS)
442.74 FS
(442.68 FS)
442.76 FS
(442.70 FS)
442.78 FS
(442.73 FS)
442.64 FS (442.64 FS) 442.71 FS (442.65 FS) 442.73 FS (442.67 FS) 442.52 FS (442.52 FS)
443.20 FS (443.14 FS)
442.70 FS
(442.70 FS)
443.08 FS (443.13 FS)
443.09 FS (443.08 FS)
443.12 FS
(443.12 FS)
443.16 FS
(443.16 FS)
443.19 FS
(443.18 FS)
443.21 FS
(443.20 FS)
443.17 FS
(443.16 FS)
443.59 FS
(443.59 FS)
443.66 FS
(443.67 FS)
443.65 FS
(443.65 FS)
443.60 FS
(443.60 FS) 443.55 FS (443.55 FS)
442.55 FS (442.55 FS) 442.61 FS (442.61 FS) 442.67 FS (442.67 FS) 442.72 FS (442.72 FS) 442.76 FS
(442.77 FS)
442.80 FS
(442.80 FS)
442.83 FS
(442.83 FS)
442.87 FS
(442.86 FS)
442.91 FS
(442.90 FS)
442.96 FS
(442.96 FS)
443.00 FS
(443.01 FS)
443.05 FS
(443.05 FS)
443.12 FS
(443.09 FS)
442.89 FS
442.86 FS
(442.89 FS)
(442.86 FS)
442.81 FS
(442.81 FS)
(442.59 LIP)(442.64 LIP)(442.67 LIP)
(442.69 LIP)
(442.71 LIP)
(442.73 LIP)
(442.75 LIP)
(442.77 LIP)
(442.78 LIP)
(442.80 LIP)
(443.21 FS) (443.24 FS) (443.25 FS)
(443.24 FS) (443.21 FS)
(443.67 FS)
(443.72 FS)
(443.77 FS)
(443.75 FS)
(443.67 FS)
442.60 FS (442.51 FS)
442.88 FS (442.81 FS)
443.06 FS (442.98 FS)
442.99 FS (442.86 FS)
442.71 FS (442.63 FS)
442.90 FS (442.78 FS) 443.05 FS (442.97 FS)
442.57 FS (442.50 FS)
442.69 FS (442.60 FS)
442.99 FS (442.84 FS)
(442.14 LIP) (442.16 LIP)
(442.72 LIP)
(442.74 LIP)
(442.83 LIP)
(442.84 LIP)
(442.37 LIP) (442.34 LIP)
(443.19 FS) (443.17 FS)
(443.18 FS)
(443.16 FS)
442.90 FS
(442.90 FS) 442.91 FS
(442.91 FS)
443.14 FS
(443.11 FS) 443.15 FS
(443.13 FS)
443.37 FS
(443.31 FS)
443.40 FS
(443.34 FS)
443.54 FS
(443.43 FS)
443.67 FS
(443.49 FS)
443.58 FS
(443.45 FS)
443.69 FS
(443.51 FS)
443.42 FS
(443.29 FS) 443.44 FS
(443.31 FS)
443.11 FS
(443.08 FS) 443.13 FS
(443.10 FS)
443.52 FS
443.55 FS443.58 FS
443.60 FS
443.70 FS
443.72 FS
443.75 FS443.77 FS
443.60 FS
442.84 FS (442.68 FS)
442.90 FS (442.76 FS)
110+00
111+00
110+00
111+00
+1 00
110+00
111+00
+1 00
10' 10'
(442.4)
(442.6)
(442.8)
(443)
(443.2)
(443.4)
(443)
(443.2)
(443.4)
(443.6)
(442.6)
(444)
(444.2)
(444.4)
(443.8)
(443.2)
(442.2)
(442.4)
(442.6)
(442.8)
442.4
442.6
442.6
442.8
442.8
443
443
443.2
443.2
442.8
443
443
443.2
443.2
443.4
443.4
443.6
442.8
443
443.2
443.4
443.6
442.2
442.4
442.6
442.8
443
442.4
442.6
442.8
443
442.8
443
443.2
443.4
443.6
443
443.2
443.4
443.6 GB
GB GB
GB
GB
GB
GB
GB

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 16
SCALE: 1"= 10'
0 10 20 30

FOR REDUCED PLANS

BIRCH STREET

VOYAGER AVENUE

INTERSECTION GRID

EX MEDIAN CURB

PROP MEDIAN CURB BIRCH ST

EXISTING ELEVATION

FINISH SURFACE

PROPOSED

ELEVATION CONTOUR
FS

LIP LIP OF GUTTER
(100.00 FS) PROPOSED ELEVATION
100.00 FS

EXISTING

ELEVATION CONTOUR

LEGEND BIRCH ST

VOYAGER AVE

JOIN EX
VOYAGER AVE STA 109+73 STA 111+45

PROPOSED

MEDIAN CURB

EXISTING
MEDIAN CURB STA 109+98 STA 111+17
STA 0+43

JOIN EX
BID DOCUMENT 1-23-2025
+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+ + 76 00
+ 77 00
AP# 320-203-06
2600 SNOWFIELD ST AP# 320-203-05
195 THISTLE RD AP# 320-203-07
2626 SNOWFIELD ST AP# 320-203-08
2642 SNOWFIELD ST AP# 320-203-09
2660 SNOWFIELD ST AP# 320-203-10
2678 SNOWFIELD ST AP# 320-203-11
2696 SNOWFIELD ST AP# 320-203-122710 SNOWFIELD ST AP# 320-203-13 2722 SNOWFIELD ST AP# 320-203-14
2740 SNOWFIELD ST AP# 320-203-15
2758 SNOWFIELD ST AP# 320-203-16
2776 SNOWFIELD ST AP# 320-203-17
2794 SNOWFIELD ST
AP# 320-081-20
2250 BIRCH ST
AP# 320-221-24
200 KRAEMER BLVD AP# 320-221-24
200 KRAEMER BLVD
AP#
320-203-10
2678 SNOWFIELD
ST
AP# 320-321-03
131 KRAEMER
BLVD
+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+ TS TS TS
TS
TS TS
TS
EB
EB
TEL
TS
TS
TS EB
TS
TS TEL
CATV
CATV

CATV ICB EB ICB

ICB EB TEL LINE BIKE LINE BIKE
34 34
32 31 39 39 38 33 31
33 35 39
40 32 32 39 33 37
35 37 39 38 31
31 490' 190' 460'
150' 50' 50' 160'
115'
115' 75'
37'
18'
14' 235' 235' 170' 775'
370' 530' 95'
34 19' 12'
11'
11'
10'
10'
19'
11'
11'
11'
18'
12'
+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+ +1 00
2 AP# 320-203-18
196 BALER AVE AP# 320-253-08
171 STARFLOWER ST AP# 320-253-09
183 STARFLOWER ST AP# 320-253-11
195 STARFLOWER ST AP# 320-254-06
2900 PRIMROSE AVE AP# 320-254-04
2928 PRIMROSE AVE
AP# 320-254-03
2942 PRIMROSE AVE
AP# 320-254-02
2956 PRIMROSE AVE
AP# 320-254-01
2970 PRIMROSE AVE
AP# 320-262-15
2984 PRIMROSE AVE
AP# 320-262-14
2998 PRIMROSE AVE
AP# 320-262-13
3012 PRIMROSE AVE
AP# 320-222-08
2950 BIRCH ST AP# 320-222-07
210 RANGER AVE
AP# 320-221-24
200 KRAEMER BLVD
AP# 320-203-17
2794 SNOWFIELD ST
AP# 320-254-05
2914 PRIMROSE AVE
AP# 320-222-23
3000 BIRCH ST
AP# 320-222-07
210 RANGER AVE
AP# 320-254-05
2914 PRIMROSE AVE
+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+

ICB TEL EB EB EB EB EB TS EB ICB ICB ICB ICB ICBEB ICB ICB ICB ICB EBEBTEL WMWMTEL TS TEL EB LINE BIKE BIKE LINE BIKE LINE 37 39 33 35 32 31 34
39 33 31 40 38 32 34 34 34
31 32 31
32 38
40 31 33 39 37 31 35 38
35 39 33 40 32 32 39 31
165' 255' 160' 145' 50' 70' 155' 75' 50' 170' 260' 345' 205' 50' 40' 35' 160' 325' 255' 165' 50' 150' 50' 150' 200' 520' 375' 315' 45' 45' 11'
11'
11'
12'
19'
12'
11'
12'
11'
19'
12'
11'
18'
11'
11'

KRAEMER BOULEVARD

BIRCH STREET

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 17
STA 79+00.00 TO STA 99+00.00
76+20.56 KRAEMER BLVD
79+86.94 BIRCH ST=
C INTERSECTION L STA 89+00 MATCH LINE ~ SEE BELOW LEFT STA 89+00 MATCH LINE ~ SEE ABOVE RIGHT STA 99+00 MATCH LINE ~ SEE SHEET 18

BIRCH STREET

STARFLOWER STREET

RANGER STREET
1+05.00 RANGER ST
92+67.90 BIRCH ST=

C INTERSECTION L

BIRCH STREET

STRIPING PLAN
BID DOCUMENT 1-23-2025
+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+ +1 00
2 AP# 320-262-12
3026 PRIMROSE AVE
AP# 320-262-11
3040 PRIMROSE AVE
AP# 320-262-10
3054 PRIMROSE AVE
AP# 320-262-09
3068 PRIMROSE AVE
AP# 320-262-08
3082 PRIMROSE AVE
AP# 320-261-14
AP# 320-071-30
3145 BIRCH ST
AP# 320-231-03
3150 BIRCH ST AP# 320-231-10
3100 BIRCH ST AP# 320-222-20
3050 BIRCH ST AP# 320-222-23
3000 BIRCH ST
AP# 320-262-13
3012 PRIMROSE AVE AP# 320-261-14
AP# 320-231-10
3100 BIRCH ST
+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+

ICB ICB ICB TEL WM
ICB EB

EB TEL WMWM

EB EB TEL WM TEL ICB EB WM LINE BIKE BIKE LINE
32 35 33 39 37 40 31 32 32 31
42 32 31
38 31 39 33 31 32 32
39 31 33 31 40 38
35 38 40 33 39
10' 85' 310' 185' 145' 220' 310' 50' 50' 390' 445' 110' 90' 55' 380' 335' 175' 50' 50' 145' 195' 445' 315'
49 N-1(CA)
R4-7
48 47
12'
11'
18'
11'
11'
12'
13'
10'
11'
13' 13'
12'
10'
12'
13' 13'
12'
11'
12'
13'
+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+ +1 00
2 AP# 320-071-31
3333 BIRCH ST AP# 320-071-30
3145 BIRCH ST
AP# 320-233-03
3300 BIRCH ST AP# 320-233-01
3200 BIRCH ST AP# 320-231-03
3150 BIRCH ST AP# 320-233-01
3200 BIRCH ST
AP# 320-071-31
3333 BIRCH ST
+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+ TEL ICB ICB TS EB
EB
EB

EB EB EB TEL EB EB ICB

ICB ICB TEL TS WM EB EB
EB

EB TEL WM
EB

ICB BIKE LINE BIKE LINE LINE BIKE LINE BIKE LINE BIKE
39 33
32 31
38 33 40 32 41
41 41 31 32 39 33 31 40 31 38 32
41 31 32 38 33 39 39 31 32
31 39 31 32 38 33 31 31
31 32 39 33
110' 40' 95' 50' 75'
170'
85' 50' 115' 190' 205' 80' 50' 50' 390' 320'
110' 40'
50'
170' 50' 140' 190' 225'225' 50'
490' 50' 145' 320'
47 47
49 N-1(CA)
R4-7
48 47
47 49
N-1(CA)
R4-7
48 13'
12'
11'
11'
13'
12'
10'
12'
13'
13'
13'
12'
13'
10'
12'
13'

FLOWER HILL STREET

BIRCH STREET

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 18
STA 99+00.00 TO STA 119+00.00
1+05.00 S. FLOWER HILL ST
103+43.07 BIRCH ST=
C INTERSECTION L STA 109+00 MATCH LINE ~ SEE BELOW LEFT STA 109+00 MATCH LINE ~ SEE ABOVE RIGHT STA 119+00 MATCH LINE ~ SEE SHEET 19 STA 99+00 MATCH LINE ~ SEE SHEET 17 1+05.00 VOYAGER AVE
110+58.01 BIRCH ST=

C INTERSECTION L

VOYAGER AVENUE

BIRCH STREET

STRIPING PLAN
BID DOCUMENT 1-23-2025
+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 128+40 +
2 00
+
3 00
+
4 00
+ 128 40
+ 129 00
+ 130 00
AP# 320-071-31
3333 BIRCH ST
AP# 320-233-21
3350 BIRCH ST
AP# 320-233-03
3300 BIRCH ST
AP# 320-071-31
3333 BIRCH ST
AP# 320-233-21
3350 BIRCH ST
+
2 00
+
3 00
+
4 00
+ 128 40
+ 129 00
+ 130 00
+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 128+40 TS TS
TS TS
TEL
EB

TS TEL TSTS TEL ICB ICB ICB ICB

TS WM EB ICB ICB EBICB ICB ICBICB ICBEB WMTELEB ICB ICB ICBICB CATV BIKE LINE LINE BIKE LINE BIKE 33 39 32 31 32 38 33
39 33 38 31 31 32 31
40 38 38 32
37 46
120' 670' 50' 50' 200' 475' 190' 195'195' 50'
880' 810' 200' 50' 15'
49 N-1(CA)
R4-7
47 47
49 N-1(CA)
R4-7
48 47
31 49
N-1(CA)
47 10'
12'
11'
10'
12'
12'
11'
11'
11'
11'
12'
12'

STATE R/W

STATE R/W
(SR-142)

VALENCIA AVENUE

BIRCH STREET

CITY OF BREA
RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
19 19
STA 119+00.00 TO VALENCIA AVE
0+97.51 VALENCIA AVE
128+39.62 BIRCH ST=
C INTERSECTION L STA 119+00 MATCH LINE ~ SEE SHEET 18

BIRCH STREET

STRIPING PLAN
BID DOCUMENT 1-23-2025
3-31-24
42407
RICK KREUZER 12/19/2024 12:48:08 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH01-06.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-1
STA 82+00 TO STA 85+00
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

6.8 SF

4.6 SF 6.4 SF

8.6 SF

AC LEVEL COURSE

SIDEWALK R&R
(3.4%) (3.4%) (3.2%)
(-3.4%)(-3.2%) (-1.5%) (-0.9%)(-1.0%) (-1.0%) (1.3%) (-1.3%) (-3.0%)(-3.2%) (-3.1%) (-2.0%) (4.0%)
(1.2%)(1.2%)
(2.8%) (2.8%)
(-2.5%) (-1.6%) (-1.7%) (-1.4%)(-1.2%) (-1.1%) (-1.0%) (-1.7%) (-1.9%) (-2.6%)(-2.3%) (2.3%)(2.3%)
(2.9%)(3.0%)(2.7%)(2.7%)
(-1.9%)(-2.0%) (-1.9%) (-0.3%)(-0.8%) (-1.7%) (-1.8%)(-1.8%)(-1.8%) (-2.9%)(-4.2%) (2.6%)
(2.0%)(3.0%) (3.0%)(3.2%)
(-2.0%) (-2.0%) (-2.0%) (0.1%) (-0.9%) (-0.9%) (-1.7%)
(-2.7%)
(1.6%)
-2.5%
-1.5% -2.0%
-3.2%
-2.4%
-1.5% -1.8%
-2.8%
-2.8%
-2.0%
-2.0%
-3.5%
-2.9%
-2.0%
-2.3%
-3.4%
(426.84')
(426.61')
(426.40')
(426.20')
(426.12')
(426.06')
(426.79') (426.80')
(426.88')
(426.75')
(426.69')
(426.65')
(426.60')
(426.40')
(426.28')
(426.76')
(426.88')
(426.97')
(427.21')
(427.32')
(427.66')
(427.60')
(427.43')
(427.23')
(427.17')
(427.00')
(426.92')
(427.27')
(427.40')
(427.45')
(427.62')
(427.52')
(427.41')
(427.20')
(427.07')
(427.01')
(427.83')
(428.04')
(428.12')
(428.16')
(428.19')
(428.41')
(428.37')
(428.23')
(428.09')
(428.00')
(427.80')
(427.60')
(427.34')
(428.15')
(428.40')
(428.12')
(428.02')
(427.94')
(427.78')
(428.51')
(428.63')
(428.74')
(428.84')
(428.93')
(429.14')
(429.08')
(429.00')
(428.46')
(428.36')
(428.26')
(428.02')
(428.74')
(428.78')
(429.15')
(429.03')
(428.82')
(428.76')
(428.67')
(428.50')
(429.33')
(429.43')
(429.59')
(429.66')
(429.75')
(429.79') 427.11' 0.00' 426.74' 18.00' R 426.05' 39.77' R 426.90' 14.00' L 426.25' 39.84' L 427.85' 0.00' 427.52' 18.00' R 426.90' 39.79' R 427.63' 14.50' L 427.02' 39.85' L 428.63' 0.00' 428.28' 17.29' R 428.26' 18.00' R 427.51' 39.31' R 427.49' 39.83' R 428.30' 16.28' L 428.31' 16.00' L 427.91' 29.93' L 429.37' 0.00' 428.96' 18.00' R 428.21' 39.88' R 429.05' 16.00' L 428.64' 29.94' L 82+00
424
425
426
427
428
429
430
431
424
425
426
427
428
429
430
431
70 60 50 40 30 20 10 0 10 20 30 40 50
83+00
425
426
427
428
429
430
431
432
425
426
427
428
429
430
431
432
70 60 50 40 30 20 10 0 10 20 30 40 50
84+00
425
426
427
428
429
430
431
432
425
426
427
428
429
430
431
432
70 60 50 40 30 20 10 0 10 20 30 40 50
85+00
426
427
428
429
430
431
432
433
426
427
428
429
430
431
432
433
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

50.00' 50.00'

41.94' 42.07'
CL

14.50' 18.00'

40.00' 50.00'

32.14' 42.08'
CL

16.00' 18.00'

40.00' 50.00'

32.11' 42.09'
CL

16.00' 18.00'

70.00' 50.00'

42.05' 41.98'
CL

14.00' 18.00'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:48:17 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH01-06.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-2
STA 86+00 TO STA 89+00
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

2.3 SF 3.6 SF

4.4 SF 6.2 SF

AC LEVEL COURSE

SIDEWALK R&R
(3.0%)(3.0%) (3.0%)(2.6%)(2.6%)
(-2.0%) (-1.9%) (-1.9%) (0.0%) (-1.0%) (-1.0%) (-1.7%) (-1.8%) (-2.0%)(-2.1%) (-3.3%) (3.0%)
(2.1%)(2.2%) (2.6%) (2.7%)(2.7%)(2.8%)
(-2.2%) (-0.6%)(-0.6%) (-1.3%) (-1.0%) (-1.5%) (-1.9%)(-1.9%) (-2.3%) (-2.5%) (-2.5%) (-2.3%)(-2.3%) (5.0%)
(4.0%) (4.3%)
(-4.3%)
(-0.5%) (-2.7%)(-1.7%) (-1.9%)(-2.0%) (0.1%) (0.1%) (-0.1%) (-0.2%) (-1.4%)(-1.0%) (-3.6%)(-2.2%) (-3.3%)
(2.5%)(2.5%)
(2.8%) (3.0%)(3.1%) (3.3%) (3.2%)
(-2.7%)(-2.8%)(-2.6%)
(-0.1%) (-1.3%)
(-2.3%)(-2.3%)(-2.1%) (-2.5%) (-1.6%)
(4.1%)
-2.8%
-1.7% -1.8%
-3.4%
-3.3%
-1.5% -2.3%
-2.9%
-3.5%
-2.1%
-1.5%
-4.0%
-3.6%
-1.5%
-2.2%
-3.4%
(429.93')
(429.86')
(429.76')
(429.60')
(429.40')
(429.20')
(428.87')
(429.69') (429.72')
(429.94')
(429.80')
(429.60')
(429.47')
(429.25')
(430.01')
(430.10')
(430.22')
(430.33')
(430.40')
(430.67')
(430.60')
(430.46')
(430.39')
(430.19')
(430.07')
(429.90')
(429.83')
(429.77')
(430.37')
(430.62')
(430.57')
(430.31')
(430.20')
(429.99')
(430.79')
(430.88')
(430.99')
(431.15')
(431.25')
(431.32')
(431.69')
(431.37')
(431.37')
(431.37')
(431.32')
(431.24')
(431.14')
(431.00')
(430.87')
(430.67')
(430.35')
(431.06')
(431.16')
(431.38')
(431.31')
(431.20')
(431.13')
(431.00')
(430.86')
(431.29')
(431.57')
(431.91') (431.96')
(431.77')
(431.79')
(431.79')
(431.72')
(431.60')
(431.20')
(431.13')
(430.79')
(431.69')
(431.72')
(431.73')
(431.72')
(431.60')
(431.43')
(431.34')
(431.86')
(432.06')
(432.20')
(432.31')
(432.42') 430.12' 0.00' 429.79' 18.00' R 429.05' 39.81' R 429.85' 16.00' L 429.45' 30.05' L 430.87' 0.00' 430.46' 18.00' R 429.83' 39.74' R 430.63' 16.00' L 430.16' 30.04' L 431.64' 0.00' 431.37' 18.00' R 430.50' 39.87' R 431.31' 16.00' L 430.81' 30.01' L 432.08' 0.00' 431.68' 18.00' R 430.94' 39.81' R 431.84' 16.00' L 431.33' 29.97' L 86+00
427
428
429
430
431
432
433
434
427
428
429
430
431
432
433
434
70 60 50 40 30 20 10 0 10 20 30 40 50
87+00
428
429
430
431
432
433
434
435
428
429
430
431
432
433
434
435
70 60 50 40 30 20 10 0 10 20 30 40 50
88+00
428
429
430
431
432
433
434
435
428
429
430
431
432
433
434
435
70 60 50 40 30 20 10 0 10 20 30 40 50
89+00
429
430
431
432
433
434
435
436
429
430
431
432
433
434
435
436
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

40.00' 50.00'

32.27' 41.77'
CL

16.00' 18.00'

40.00' 50.00'

32.11' 42.05'
CL

15.99' 18.01'

40.00' 50.00'

32.18' 42.07'
CL

16.00' 18.00'

40.00' 50.00'

32.22' 42.03'
CL

16.00' 18.00'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:48:26 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH01-06.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-3
STA 90+00 TO STA 93+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

4.0 SF

5.5 SF 7.1 SF

2.5 SF

AC LEVEL COURSE

SIDEWALK R&R
(2.1%)(2.1%) (2.1%) (3.3%)
(-3.5%) (-1.3%) (-0.9%) (-0.8%)(-1.9%)(-1.9%)(-2.3%) (-2.9%) (-2.9%)
(2.5%)(2.6%)
(2.1%) (2.2%)(2.9%) (2.9%)
(-3.0%) (-1.6%) (-1.9%) (-2.5%) (-0.8%)(-0.5%)(0.5%) (-0.5%)(-1.2%) (-1.1%) (-2.3%) (-2.3%) (-2.3%)(-2.1%) (2.5%)(2.5%)
(3.1%) (3.1%)
(-2.3%)(-3.9%)(-0.5%) (-0.5%) (-0.5%)(0.0%) (-0.0%) (-3.4%) (-3.5%) (-1.8%) (-2.8%) (-2.7%) (-2.5%) (-3.3%) (-2.9%)
(2.2%)
(2.2%)(2.2%)(2.2%)(3.1%)
(-3.2%)(-2.9%) (-3.2%)
(-1.5%)(-1.5%)(-1.0%)(-1.7%) (-1.8%) (-2.2%) (-1.8%)(-2.1%)(-2.0%) (-2.2%)(-2.2%) (-2.2%) (4.2%)
-3.9%
-1.5% -2.3%
-3.5%
-3.4%
-1.5% -1.7%
-3.5%
-3.6%
-3.1%
-3.9%
-1.5%
-2.0%
-3.4%
(432.19')
(432.15')
(432.05')
(431.97')
(431.88')
(431.29')
(431.87')
(431.94')
(432.21')
(432.15')
(432.05')
(431.96')
(431.80')
(431.70')
(431.52')
(432.28')
(432.35')
(432.44')
(432.49')
(432.43')
(432.40')
(432.34')
(432.23')
(432.15')
(432.00')
(431.82')
(431.49')
(432.11')
(432.25')
(432.44')
(432.45')
(432.40')
(432.28')
(432.21')
(432.00')
(432.73')
(432.93')
(433.03')
(432.85')
(432.85')
(432.71')
(432.60')
(432.40')
(432.26')
(432.07')
(431.85')
(432.59') (432.62')
(432.85')
(432.80')
(432.82')
(432.64')
(432.52')
(432.45')
(432.26')
(432.94')
(433.03')
(433.21')
(433.84')
(433.79')
(433.72')
(433.60')
(433.52')
(433.40')
(433.28')
(433.20')
(433.05')
(433.62')
(433.70')
(433.80')
(433.75')
(433.64')
(433.49')
(433.40')
(433.26')
(432.91')
(433.90')
(434.07')
(434.12') 432.44' 0.00' 432.02' 18.00' R 431.26' 39.86' R 432.20' 16.00' L 431.66' 29.84' L 432.68' 0.00' 432.37' 18.00' R 431.60' 39.87' R 432.44' 16.00' L 431.97' 29.78' L 432.20' 32.92' R 431.99' 39.88' R432.57' 25.41' L 432.41' 29.80' L 433.99' 0.00' 433.63' 18.00' R 432.89' 40.04' R 433.75' 16.00' L 433.21' 29.82' L 90+00
429
430
431
432
433
434
435
436
429
430
431
432
433
434
435
436
70 60 50 40 30 20 10 0 10 20 30 40 50
91+00
429
430
431
432
433
434
435
436
429
430
431
432
433
434
435
436
70 60 50 40 30 20 10 0 10 20 30 40 50
92+00
430
431
432
433
434
435
436
437
430
431
432
433
434
435
436
437
70 60 50 40 30 20 10 0 10 20 30 40 50
93+50
431
432
433
434
435
436
437
438
431
432
433
434
435
436
437
438
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.30' AC)
(0.60' AB)
(0.70' LTS)

60.00' 50.00'

32.05' 42.08'
CL

16.00' 18.00'

60.00' 50.00'

31.97' 42.06'
CL

16.00' 18.00'

60.00' 50.00'

32.06' 42.17'
CL

16.00' 18.00'

60.00' 50.00'

32.32' 42.13'
CL

16.00' 18.00'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:48:35 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH01-06.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-4
STA 94+50 TO STA 97+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

6.4 SF

3.2 SF 7.8 SF

6.0 SF

AC LEVEL COURSE

SIDEWALK R&R
(4.1%)(4.1%)
(1.9%)
(-2.0%) (-2.0%) (-1.7%) (-0.7%)(-0.9%) (-0.9%) (-1.7%) (-1.7%) (-1.7%) (-2.3%) (-3.7%)(-3.8%) (6.1%)(6.1%)
(0.9%) (0.9%) (3.5%)
(-1.6%) (-1.6%) (-1.6%) (-1.6%)(-0.3%)(-0.9%) (-0.9%)(-1.5%)(-1.7%) (-1.6%) (-1.9%) (-3.9%)(-3.7%) (4.4%)(4.4%)
(2.6%)(2.6%) (2.3%) (2.4%)
(-2.1%)
(-1.7%) (-0.8%)(-0.3%) (-1.0%) (-1.8%) (-1.8%) (-1.8%) (-3.3%) (-3.2%) (3.9%)
(2.2%) (2.2%) (1.7%)
(-1.7%)(-1.7%) (-2.0%) (-0.9%)(0.3%) (-0.3%)(-1.8%) (-1.5%)(-1.7%)(-2.4%)(-2.2%) (-2.5%) (-2.2%) (3.4%)(3.4%)
-2.8%
-1.8% -1.7%
-3.3%
-2.5%
-1.7% -1.7%
-3.0%
-2.8%
-1.5%
-2.0%
-3.1%
-2.6%
-2.0%
-2.0%
-2.9%
(434.52')
(434.49')
(434.39')
(434.34')
(434.20')
(434.04')
(433.80')
(433.68')
(434.42')
(434.63')
(434.49')
(434.22')
(434.10')
(434.04')
(434.70')
(434.91')
(435.08') (435.14')
(435.28')
(435.25')
(435.22')
(435.15')
(435.03')
(434.87')
(434.80')
(434.66')
(434.53')
(435.06')
(435.30')
(435.27')
(435.22')
(435.02')
(434.97')
(434.87')
(435.40')
(435.49')
(436.05')
(436.00')
(435.91')
(435.80')
(435.63')
(435.47')
(435.27')
(435.21')
(435.95') (436.00')
(436.04')
(436.01')
(435.97')
(435.90')
(435.85')
(435.76')
(435.68')
(435.48')
(436.19')
(436.35')
(436.49')
(436.61') (436.64')
(436.82')
(436.81')
(436.75')
(436.69')
(436.60')
(436.52')
(436.40')
(436.11')
(435.94')
(436.62')
(436.80')
(436.83')
(436.62')
(436.54')
(436.42')
(436.20')
(436.88')
(437.01')
(437.14') 434.71' 0.00' 434.40' 18.00' R 433.68' 39.93' R 434.42' 16.00' L 434.04' 29.86' L 435.48' 0.00' 435.17' 18.00' R 434.52' 39.99' R 435.21' 16.00' L 434.86' 29.79' L 436.26' 0.00' 435.91' 18.00' R 435.23' 39.87' R 436.02' 16.00' L 435.64' 29.79' L 437.05' 0.00' 436.69' 18.00' R 436.05' 39.90' R 436.73' 16.00' L 436.37' 29.85' L 94+50
432
433
434
435
436
437
438
439
432
433
434
435
436
437
438
439
70 60 50 40 30 20 10 0 10 20 30 40 50
95+50
432
433
434
435
436
437
438
439
432
433
434
435
436
437
438
439
70 60 50 40 30 20 10 0 10 20 30 40 50
96+50
433
434
435
436
437
438
439
440
433
434
435
436
437
438
439
440
70 60 50 40 30 20 10 0 10 20 30 40 50
97+50
434
435
436
437
438
439
440
441
434
435
436
437
438
439
440
441
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.30' AC)
(0.60' AB)
(0.70' LTS)
(0.30' AC)
(0.60' AB)
(0.70' LTS)
(0.30' AC)
(0.60' AB)
(0.70' LTS)
(0.30' AC)
(0.60' AB)
(0.70' LTS)

60.00' 50.00'

31.99' 42.10'
CL

16.00' 18.00'

60.00' 50.00'

32.04' 42.08'
CL

16.00' 18.00'

60.00' 50.00'

32.04' 42.09'
CL

16.00' 18.00'

60.00' 50.00'

31.97' 42.11'
CL

16.00' 18.00'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:48:44 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH01-06.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-5
STA 98+50 TO STA 101+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

5.5 SF 6.4 SF

4.9 SF 5.8 SF

AC LEVEL COURSE

SIDEWALK R&R
(1.7%) (1.7%)(2.4%)
(-1.3%) (-1.4%) (-1.5%)(-1.5%) (0.5%) (-0.5%) (-1.2%) (-1.2%) (-2.1%) (-2.6%)(-2.5%)(-2.7%)(-2.6%) (1.9%)(1.9%) (1.9%) (2.8%)
(-1.1%) (-1.1%) (-1.2%) (-1.2%) (-1.1%) (0.4%) (-0.4%) (-1.6%) (-1.6%)(-2.0%) (-3.1%) (3.1%)
(1.6%) (1.6%) (3.8%)
(-1.4%) (-1.4%) (-1.4%) (1.2%) (-1.2%) (-2.1%) (-2.0%)
(-2.2%)
(3.1%)(3.1%)
(2.7%) (2.7%)(2.8%) (2.7%) (2.7%)
(-1.7%) (-1.5%) (-1.5%) (-0.7%)
(-2.3%) (-2.3%)
(-2.4%)
(3.5%)(3.5%)
-2.4%
-1.5% -1.5%
-3.1%
-2.0%
-1.5% -1.7%
-3.1%
-2.2%
-1.5%
-2.0%
-2.8%
-2.4%
-1.5%
-1.8%
-3.1%
(437.51')
(437.48')
(437.43')
(437.37')
(437.20')
(437.10')
(437.00')
(436.86')
(436.78')
(436.76')
(437.02')
(437.25') (437.16')
(437.53')
(437.48')
(437.40')
(437.35')
(437.26')
(437.20')
(436.99')
(437.71')
(437.76')
(437.82')
(437.88')
(438.26')
(438.23')
(438.10')
(438.01')
(437.86')
(437.77')
(437.60')
(437.41')
(438.22')
(438.28')
(438.26')
(438.23')
(438.16')
(438.09')
(438.05')
(438.00')
(437.84')
(438.63')
(438.74')
(438.81')
(438.87')
(439.09')
(438.97')
(438.80')
(438.63')
(438.57')
(438.40')
(438.19')
(438.91')
(439.04')
(439.07')
(438.80')
(438.74')
(439.24')
(439.49')
(439.60')
(439.65')
(439.90')
(439.85')
(439.81')
(439.60')
(439.36')
(439.25')
(439.13')
(439.73')
(439.86')
(439.82')
(439.68')
(439.60')
(439.54')
(439.48')
(440.05')
(440.22')
(440.37')
(440.46')
(440.57') (440.56') 437.72' 0.00' 437.44' 18.50' R 436.78' 39.81' R 437.48' 16.00' L 437.15' 29.75' L 438.50' 0.00' 438.17' 19.75' R 437.56' 39.84' R 438.27' 15.50' L 437.98' 29.80' L 438.74' 29.79' L 439.06' 15.02' L 439.29' 0.00' 438.87' 21.25' R 438.86' 21.43' R 438.34' 39.85' R 440.07' 0.00' 439.65' 23.00' R 439.13' 39.89' R 439.86' 14.50' L 439.48' 29.81' L 98+50
435
436
437
438
439
440
441
442
435
436
437
438
439
440
441
442
70 60 50 40 30 20 10 0 10 20 30 40 50
99+50
435
436
437
438
439
440
441
442
435
436
437
438
439
440
441
442
70 60 50 40 30 20 10 0 10 20 30 40 50
100+50
436
437
438
439
440
441
442
443
436
437
438
439
440
441
442
443
70 60 50 40 30 20 10 0 10 20 30 40 50
101+50
437
438
439
440
441
442
443
444
437
438
439
440
441
442
443
444
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.30' AC)
(0.60' AB)
(0.70' LTS)
(0.30' AC)
(0.60' AB)
(0.70' LTS)

60.00' 50.00'

31.99' 42.08'
CL

15.50' 19.75'

60.00' 50.00'

32.01' 47.02'
CL

16.00' 18.50'

60.00' 50.00'

32.08' 39.73'
CL

15.12' 21.13'

60.00' 50.00'

32.15' 41.93'
CL

14.62' 22.88'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W

4.01'
3-31-24
42407
RICK KREUZER 12/19/2024 12:48:53 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH01-06.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-6
STA 102+50 TO STA 106+00
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

4.4 SF = 0.0 SQUARE FEET

8.2 SF 5.2 SF

AC LEVEL COURSE

SIDEWALK R&R
(1.9%)(1.9%) (3.1%)(3.2%)
(-2.5%) (-1.4%) (-2.1%) (-0.9%) (-0.8%)(-0.8%)(-1.9%) (-1.8%) (-2.0%)(-1.9%)(-3.0%)(-3.0%)(-2.8%) (-3.7%) (3.9%)
(2.1%) (2.1%) (1.7%) (1.7%)
(-1.8%) (-1.7%) (-0.8%)
(-0.9%) (-0.9%)
(-1.8%)
(-2.0%)(-2.0%)(-1.9%)(-2.1%) (-2.0%)
(2.7%)
(2.5%)
(-2.1%) (-2.1%)(-2.4%) (-0.4%) (-1.2%) (-1.1%)
(-2.1%)
(-2.2%)(-1.9%) (-2.4%) (-1.4%)
(3.3%)
(4.9%) (4.6%)
(-1.2%) (-1.2%)(-0.9%) (-0.9%)
(-1.0%) (-1.0%) (-1.0%)
(-2.4%)
(-2.2%)
(4.3%)
-2.7%
-1.5% -2.0%
-3.5%
-2.9%
-1.0% 1.0%
-9.1%
-2.0%
-2.9%
-3.0%
-1.0% 1.0%
-7.0%
-2.0%
-3.6%
-2.2%
-1.0%
-1.4%
-2.0%
-3.2%
(440.60')
(440.57')
(440.54')
(440.47')
(440.40')
(440.34')
(440.21')
(440.08')
(439.99')
(439.89')
(439.65')
(440.56')
(440.60')(440.60')
(440.51')
(440.40')
(440.27')
(440.10')
(440.91')
(441.06')
(441.10')
(441.23')
(441.17')
(441.73')
(441.00')
(440.87')
(440.80')
(440.71')
(440.61')
(440.49')
(441.03')
(441.24')
(441.24')
(441.20')
(441.10')
(441.00')
(440.92')
(440.85')
(441.42')
(441.52')
(441.72')
(441.77') (441.76')
(441.50')
(441.45')
(442.06')
(441.32')
(441.20')
(441.14')
(441.00')
(440.87')
(440.69')
(441.33')
(441.37')
(441.50')
(441.42')
(441.29')
(441.20')
(441.08')
(441.66')
(441.75')
(441.89')
(442.01') (442.00')
(441.69')
(442.32')
(442.28')
(441.72')
(441.20')
(441.03')
(440.96')
(440.75')
(441.69') (441.71')
(441.65')
(441.61')
(441.57')
(441.40')
(441.23')
(441.89')
(442.04')
(442.11')
(442.17')
(442.25') (442.24') 440.85' 0.00' 440.36' 24.00' R 439.80' 39.92' R 440.64' 14.00' L 440.22' 29.74' L 441.46' 0.00' 441.54' 7.87' R 442.21' 8.13' R 441.86' 11.96' R 441.19' 12.15' R 440.95' 24.00' R 440.49' 39.82' R 441.32' 14.00' L 440.85' 30.34' L 441.69' 0.00' 441.77' 7.85' R 442.44' 8.19' R 442.17' 12.03' R 441.50' 12.25' R 441.26' 24.00' R 440.69' 39.91' R 441.55' 14.00' L 441.08' 29.77' L 441.82' 0.00' 441.82' 0.17' R 442.49' 0.46' R 442.33' 11.88' R 441.66' 12.15' R 441.42' 24.00' R 440.92' 39.85' R 441.68' 13.50' L 441.32' 29.75' L 102+50
438
439
440
441
442
443
444
445
438
439
440
441
442
443
444
445
70 60 50 40 30 20 10 0 10 20 30 40 50
104+00
438
439
440
441
442
443
444
445
438
439
440
441
442
443
444
445
70 60 50 40 30 20 10 0 10 20 30 40 50
105+00
438
439
440
441
442
443
444
445
438
439
440
441
442
443
444
445
70 60 50 40 30 20 10 0 10 20 30 40 50
106+00
439
440
441
442
443
444
445
446
439
440
441
442
443
444
445
446
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

60.00' 50.00'

32.67' 42.03'
CL 14.00' 24.00'

60.00' 50.00'

32.00' 41.98'
CL

14.00' 24.00'

60.00' 50.00'

32.03' 42.06'
CL

14.04' 23.96'

8.13'

11.96'

11.99'

8.15'

40.00' 50.00'

31.95' 42.07'
CL

13.54' 23.96'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:49:10 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH07-12.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-7
STA 107+00 TO STA 110+00
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

2.1 SF 6.1 SF

2.1 SF 4.4 SF

AC LEVEL COURSE

SIDEWALK R&R
(3.1%)(3.2%)
(-2.1%) (-2.2%) (-2.2%)
(-0.7%)
(-1.9%) (-1.4%) (-3.2%) (-3.0%)
(3.1%)
(2.0%)(2.0%)
(-5.1%) (-3.3%) (-1.4%) (-1.4%) (-0.9%) (-1.5%) (-1.8%)(-2.8%) (-2.4%) (-2.5%) (3.8%)(3.8%)
(0.7%)(0.7%)
(-2.8%) (-2.1%) (-2.1%) (-2.1%) (-1.1%) (-0.9%) (-0.8%) (-0.8%)(-2.7%)(-2.6%) (-2.7%) (4.2%)(4.2%)
(1.7%)
(-2.4%) (-2.4%)
(-1.8%)
(-0.8%) (-2.1%)(-2.1%) (-3.6%) (-3.2%)(-3.0%)
-2.9%
-2.6%
-0.7%
-2.5%
-3.7%
-4.1%
-1.9% -1.9%
-4.0%
-3.8%
-2.5%
-1.8%
-4.1%
(442.64')
(442.56')
(441.81')
(441.63')
(441.45')
(441.20')
(441.64')
(441.88') (441.89')
(441.71')
(441.64')
(441.40')
(442.00')
(442.15') (442.63')
(443.11')
(442.43')
(442.38')
(442.27')
(442.20')
(442.05')
(441.93')
(441.80')
(441.60')
(442.16')
(442.36')
(442.40')
(442.20')
(442.00')
(441.69')
(442.27')
(442.35')
(443.46')
(442.76')
(442.71')
(442.68')
(442.60')
(442.44')
(442.23')
(442.10')
(441.97')
(441.78')
(442.75')
(442.62')
(442.54')
(442.47')
(442.40')
(442.20')
(441.88')
(442.57')
(443.75')
(443.10')
(443.00')
(442.80')
(442.61')
(442.40')
(442.18')
(442.88')
(442.99')
(443.10')
(442.85')
(442.79')
(442.67')
(442.50')
(443.04')
(443.09')
(443.15')
(443.22') (443.24') 442.64' 0.00' 442.56' 11.72' R 442.06' 11.92' R 441.75' 24.00' R 441.17' 39.89' R 442.66' 1.92' L 442.16' 2.14' L 441.88' 13.00' L 441.39' 29.95' L 443.11' 0.00' 443.13' 1.92' R 442.63' 2.28' R 442.23' 24.00' R 441.59' 39.86' R 443.09' 1.93' L 442.59' 2.24' L 442.39' 13.00' L 441.69' 30.01' L 443.46' 0.00' 443.48' 1.79' R 442.98' 1.99' R 442.58' 24.00' R 441.92' 39.88' R 443.45' 1.96' L 442.95' 2.21' L 442.65' 14.00' L 442.05' 29.98' L 443.75' 0.00' 443.74' 1.81' R 443.24' 2.15' R443.75' 1.91' L 443.25' 2.25' L CL
107+00
439
440
441
442
443
444
445
446
439
440
441
442
443
444
445
446
70 60 50 40 30 20 10 0 10 20 30 40 50
108+00
439
440
441
442
443
444
445
446
439
440
441
442
443
444
445
446
70 60 50 40 30 20 10 0 10 20 30 40 50
109+00
440
441
442
443
444
445
446
447
440
441
442
443
444
445
446
447
70 60 50 40 30 20 10 0 10 20 30 40 50
110+00
440
441
442
443
444
445
446
447
440
441
442
443
444
445
446
447
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

40.00' 50.00'

31.98' 42.13'
CL

13.00' 24.00'

40.00' 50.00'

31.92' 42.05'
CL

13.00' 24.00'

40.00' 50.00'

32.57' 42.18'

14.00' 24.00'

40.00' 50.00'

32.02' 42.06'
CL

14.00' 24.00'

1.90'

1.82'
EXIST
R/W
EXIST
R/W

1.92' 11.70'

1.95' 1.80'

1.93' 1.90'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:49:19 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH07-12.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-8
STA 111+50 TO STA 114+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

7.6 SF 9.0 SF

10.3 SF 10.1 SF

AC LEVEL COURSE

SIDEWALK R&R
(1.6%)(1.6%)
(-2.4%) (-2.4%) (-2.2%)(-2.0%)(-1.9%) (-1.2%) (-0.5%) (0.5%)(0.6%) (-1.7%)
(-2.1%) (-2.3%)(-2.3%)
(2.3%)
(1.5%)
(-3.9%)
(-3.9%) (-2.1%)(-1.9%) (-2.8%) (-2.6%) (-2.3%) (-0.4%) (-0.4%) (-2.1%)
(-2.1%) (-2.1%)(-2.2%) (-2.2%)
(1.4%)(1.4%)
(2.3%)(2.3%)
(-4.6%) (-3.8%)
(-4.0%)
(1.7%)
(-1.4%) (-1.5%) (-1.6%) (-1.6%)(-2.1%) (-2.5%)
(3.7%)(3.7%)
(4.9%)
(1.7%)
(-2.3%)
(-2.3%)
(-1.8%)
(-1.9%) (-1.9%)
(0.7%)
-2.5%
-1.0% 1.0%
-4.5%
-2.0%
-3.8%
-3.6%
-1.0% 1.0%
-1.6%
-2.0%
-3.1%
-4.6%
-4.3%

1.7%
-1.7%
-3.2%
-3.1%
-2.7%
-1.7%
-2.6%
(443.53')
(443.55')
(443.57')
(444.18')
(443.45')
(443.21')
(443.00')
(442.87')
(442.65')
(443.36')
(443.48')(443.48')
(443.40')
(443.26')
(443.20')
(443.07')
(442.99')
(442.90')
(442.70')
(443.48')
(443.69')
(443.68')
(443.66')
(444.23')
(443.49')
(443.40')
(443.32')
(443.21')
(443.00')
(442.78')
(443.35')
(443.39')
(443.60')
(443.43')
(443.28')
(443.20')
(442.78')
(442.64')
(442.47')
(443.07')
(444.85')
(444.20')
(444.06')
(444.00')
(443.94')
(443.89')
(443.80')
(443.64')
(443.57')
(443.43')
(444.25')
(444.35')
(443.40')
(443.24')
(443.12')
(442.92')
(442.78')
(442.64')
(442.29')
(443.15')
(443.23')
(445.28')
(444.81')
(444.72')
(444.63')
(444.71')
(444.87')
(444.89')
(445.39')
(445.10')
(444.59')
(444.67')
(445.36')
(445.43')
(445.50')
(445.48')
(445.70') (445.63') 443.70' 0.00' 443.78' 7.91' R 444.45' 8.18' R 444.28' 11.92' R 443.61' 12.17' R 443.37' 24.00' R 442.76' 40.08' R 443.56' 14.00' L 442.84' 42.95' L 443.66' 0.00' 443.74' 7.72' R 444.41' 8.00' R 444.35' 11.66' R 443.67' 12.02' R 443.43' 24.00' R 442.94' 40.07' R443.52' 14.00' L 442.47' 42.93' L 442.56' 41.07' L 443.80' 14.00' L 444.32' 1.74' L 444.82' 1.44' L 444.85' 0.00' 444.88' 2.09' R 444.38' 2.41' R 444.02' 24.00' R 443.51' 39.97' R 445.46' 0.00' 445.05' 24.00' R 444.63' 40.06' R445.08' 14.00' L 444.59' 30.00' L CL
CL
111+50
440
441
442
443
444
445
446
447
440
441
442
443
444
445
446
447
70 60 50 40 30 20 10 0 10 20 30 40 50
112+50
440
441
442
443
444
445
446
447
440
441
442
443
444
445
446
447
70 60 50 40 30 20 10 0 10 20 30 40 50
113+50
440
441
442
443
444
445
446
447
440
441
442
443
444
445
446
447
70 60 50 40 30 20 10 0 10 20 30 40 50
114+50
442
443
444
445
446
447
448
449
442
443
444
445
446
447
448
449
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

44.95' 42.13'
CL

14.00' 24.00'

44.99' 42.16'

14.00' 24.00'

35.67' 44.88'
CL

14.00' 24.00'

43.22' 42.16'

14.00' 23.99'

50.00' 50.00'

11.66'

8.00'

11.92'

8.18'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W

2.09' 1.44'
3-31-24
42407
RICK KREUZER 12/19/2024 12:49:28 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH07-12.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-9
STA 115+50 TO STA 118+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

8.0 SF 7.1 SF

8.2 SF 7.5 SF

AC LEVEL COURSE

SIDEWALK R&R
(3.6%) (4.6%)
(4.6%)
(-2.2%)(-2.5%) (-3.8%) (-2.2%)(-2.0%) (-2.4%) (-1.5%) (-1.1%)(1.1%) (-1.0%)
(-2.3%) (-2.7%) (-3.1%)
(3.8%)(3.8%)
(1.4%)(1.4%)
(6.7%)
(6.8%)
(-2.8%) (-2.8%) (-1.5%) (-1.8%)
(-0.4%)
(-2.3%) (-2.3%) (-2.6%) (-2.7%)(-2.7%)(-2.8%)
(3.6%)(3.6%)
(0.7%)
(10.9%)
(10.9%)
(-3.5%)
(-3.5%)
(0.7%) (-0.8%)
(-1.3%)
(-3.3%) (-3.3%)
(3.3%)
(1.3%)
(14.3%)
(14.3%)
(-2.6%)
(-2.7%)(-2.6%) (-2.6%)(-2.7%)
(-0.1%)(0.1%) (0.1%)
(-2.4%)
(-2.4%)
(3.7%)(3.7%)
-3.4%
-1.7%

1.7%
-1.0%
-2.5%
-3.6%
-3.6%
-1.5% 1.5%
-0.4%
-2.8%
-3.5%
-4.3%
-3.7%

0.8% -0.8%
-1.7%
-4.0%
-3.4%
-2.8%
-0.1% 0.1%
-2.8%
-3.1%
(446.63')
(446.68')
(446.72')
(447.35')
(446.40')
(446.17')
(446.04')
(445.84')
(446.60')
(446.76')
(446.60')
(446.55')
(446.41')
(446.33')
(446.20')
(446.00')
(446.09')
(446.84')
(447.08')
(447.26') (447.30')
(448.22')
(448.27')
(448.30')
(448.91')
(448.13')
(448.03')
(447.89')
(447.76')
(447.65')
(447.53')
(448.11')
(448.29')
(448.04')
(447.98')
(447.60')
(447.48')
(448.64')
(449.04')
(449.08')
(449.13')
(450.51')
(450.41')
(449.60')
(449.17')
(449.06')
(449.60')
(449.82')
(449.11')
(448.90')
(450.45')
(450.97')
(451.01')
(451.88')
(451.89')
(451.89')
(450.89')
(450.55')
(451.23')
(451.36')
(451.88')
(451.10')
(451.00')
(450.80')
(450.72')
(450.50')
(452.17')
(452.86')
(452.95') (452.94') 446.75' 0.00' 446.88' 7.76' R447.38' 8.00' R 447.34' 11.94' R 446.84' 12.19' R 446.55' 24.00' R 445.96' 40.05' R446.51' 14.00' L 445.98' 29.88' L 447.53' 29.94' L448.10' 14.25' L 448.30' 0.00' 448.42' 7.91' R448.92' 8.12' R 448.91' 12.02' R 448.41' 12.23' R 448.08' 24.00' R 447.52' 40.07' R 448.90' 30.66' L 449.56' 15.25' L 450.03' 2.61' L 450.53' 2.44' L 450.51' 0.00' 450.41' 12.00' R 449.91' 12.21' R 449.70' 24.00' R 449.06' 40.11' R 450.50' 32.47' L451.05' 16.50' L 451.38' 4.77' L 451.88' 4.57' L 451.88' 0.00' 451.89' 11.93' R 451.39' 12.15' R 451.06' 24.00' R 450.55' 40.02' R 115+50
444
445
446
447
448
449
450
451
444
445
446
447
448
449
450
451
70 60 50 40 30 20 10 0 10 20 30 40 50
116+50
445
446
447
448
449
450
451
452
445
446
447
448
449
450
451
452
70 60 50 40 30 20 10 0 10 20 30 40 50
117+50
447
448
449
450
451
452
453
454
447
448
449
450
451
452
453
454
70 60 50 40 30 20 10 0 10 20 30 40 50
118+50
448
449
450
451
452
453
454
455
448
449
450
451
452
453
454
455
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

32.16' 42.22'
CL

14.00' 24.00'

32.07' 42.24'
CL

14.25' 24.00'

34.47' 42.25'
CL

16.50' 24.00'

32.70' 42.21'
CL

15.25' 24.00'

50.00' 50.00'

50.00' 50.00' 50.00' 50.00'

12.01' 2.43'

4.57' 11.93'

12.02'

8.12'

11.95'

8.00'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:49:38 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH07-12.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-10
STA 119+50 TO STA 122+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

5.0 SF 6.4 SF

7.3 SF 10.9 SF

AC LEVEL COURSE

SIDEWALK R&R
(16.3%)
(16.3%)
(-1.1%) (-1.1%)
(-0.3%) (0.3%) (0.3%)
(-1.9%)(-2.3%) (-2.1%) (-3.1%)
(3.0%)
(0.7%)
(13.7%)
(13.7%)
(-1.5%) (-1.5%) (-1.5%) (-1.5%) (-1.5%)
(0.3%)(-0.3%) (-0.3%)(-0.3%)
(-2.3%) (-2.8%)
(2.6%)
(1.7%) (14.0%)
(14.0%)
(-1.9%) (-1.8%)(-1.8%)
(0.2%)(-0.8%) (-0.8%)(-1.6%) (-1.4%)
(-2.9%) (-3.0%)
(1.0%)(1.0%)
(10.8%) (10.8%)
(-2.4%) (-2.4%) (-2.3%) (-2.3%) (-1.2%)(-1.2%)
(-0.6%)
(-1.4%) (-2.1%) (-2.1%) (-3.0%) (-3.0%) (-2.8%)
(9.9%) (9.9%)
-1.9%
-1.5%
-0.3% 0.3%
-2.6%
-3.3%
-2.6%
-1.8%
-1.5%
-3.8%
-3.1%
-2.0%
-0.6%
-2.0%
-4.5%
-2.4%
-1.6%

0.3% -0.3%
-2.6%
-3.7%
(453.08')
(453.12')
(452.43')
(452.32')
(452.20')
(452.03')
(451.83')
(452.55') (452.56')
(453.06')
(452.20')
(452.09')
(453.37')
(454.06') (454.24')
(454.05')
(454.03')
(454.02')
(454.01')
(453.26')
(453.11')
(452.80')
(452.70')
(452.59')
(453.34') (453.38')
(454.06')
(453.37')
(453.23')
(453.16')
(453.00')
(452.80')
(453.96')
(454.73')
(454.78') (454.77')
(454.08')
(454.09')
(454.06')
(454.00')
(453.92')
(453.82')
(453.50')
(453.40')
(453.55')
(453.88')
(453.89') (453.90')
(454.07')
(454.03')
(454.01')
(453.96')
(453.90')
(453.80')
(453.71')
(453.60')
(453.54')
(453.41')
(454.75')
(455.11')
(455.22')
(455.50')
(455.48')
(454.70')
(454.60')
(454.42')
(454.27')
(454.11')
(453.91')
(454.42')
(454.73')
(454.77')
(454.73')
(454.60')
(454.31')
(454.19')
(454.09')
(454.88')
(455.52')
(455.55')
(455.59') 453.08' 0.00'453.13' 13.31' R 452.63' 13.51' R 452.32' 25.25' R 451.83' 40.02' R 453.06' 6.57' L 452.56' 6.78' L 452.39' 18.25' L 452.09' 34.23' L 454.32' 0.00' 453.93' 26.00' R 453.40' 39.95' R453.92' 22.25' L 453.51' 37.94' L 455.50' 0.00' 455.48' 4.08' R 454.98' 4.32' R 454.55' 26.00' R 453.93' 39.95' R 455.50' 0.65' L 455.00' 0.88' L 454.58' 22.50' L 454.09' 37.87' L 452.97' 36.11' L453.33' 20.50' L453.56' 6.63' L 454.06' 6.46' L 454.04' 0.00'454.01' 14.07' R 453.46' 14.28' R 453.16' 26.00' R 452.65' 39.97' R 119+50
450
451
452
453
454
455
456
457
450
451
452
453
454
455
456
457
70 60 50 40 30 20 10 0 10 20 30 40 50
120+50
450
451
452
453
454
455
456
457
450
451
452
453
454
455
456
457
70 60 50 40 30 20 10 0 10 20 30 40 50
121+50
451
452
453
454
455
456
457
458
451
452
453
454
455
456
457
458
70 60 50 40 30 20 10 0 10 20 30 40 50
122+50
452
453
454
455
456
457
458
459
452
453
454
455
456
457
458
459
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

38.12' 42.21'
CL

20.50' 26.00'

36.28' 42.23'
CL

18.25' 25.25'

39.86' 45.40'
CL

22.25' 26.00'

39.94' 42.09'
CL

22.58' 26.00'

50.00' 50.00'

50.00' 50.00' 50.00' 50.00'

0.64' 4.09'

6.46' 14.07'

6.57' 13.32'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:49:46 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH07-12.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-11
STA 123+50 TO STA 126+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE

6.7 SF 8.1 SF

8.3SF 9.3 SF

AC LEVEL COURSE

SIDEWALK R&R
(1.2%)
(7.6%) (7.6%)
(-2.2%)
(-2.2%) (-2.1%)(-0.8%) (-0.2%)
(0.0%)
(-1.7%)(-2.4%)(-2.2%)(-3.0%) (-2.9%) (-3.5%) (-3.5%)
(2.8%)(2.8%)
(1.3%)(1.4%) (1.9%)(1.9%)
(-2.2%)
(-2.2%)
(0.2%) (0.2%) (-0.1%) (-0.1%)
(-2.1%) (-3.0%)
(3.0%)
(1.7%) (1.8%)
(-2.5%)(-2.4%) (-2.4%) (-2.1%)
(-2.0%)
(1.3%) (-1.3%)(-1.3%) (-1.3%) (-1.3%)(-2.0%)(-2.0%) (-2.6%) (-4.7%)
(4.5%)
(5.0%)(5.0%)(3.0%)(3.0%)
(-2.6%)
(-1.4%)
(-0.9%)
(0.8%)(0.8%) (-0.5%)
(-2.2%) (-2.8%)(-1.8%)(-2.4%) (-3.0%)
(1.8%)(1.8%)
-3.0%
-1.5%

0.0%
-2.0%
-4.2%
-3.0%
-2.2%

0.2% -0.2%
-2.4%
-3.7%
-3.3%
-2.2%
-2.0%

1.3%
-1.3%
-3.7%
-2.7%
-2.1%
-0.9%

1.9%
-1.9%
-3.8%
(456.03')
(456.03')
(455.34')
(455.18')
(455.00')
(454.84')
(454.74')
(454.51')
(455.12')
(455.24')
(455.35')
(455.36')
(455.31')
(455.20')
(455.00')
(454.93')
(454.86')
(454.75')
(455.43')
(455.87')
(455.95')
(456.45')
(456.44')
(456.43')
(455.70')
(455.62')
(455.40')
(455.28')
(455.17')
(454.96')
(455.83')
(456.47')
(456.46')
(455.40')
(455.26')
(455.80')
(455.91')
(455.98')
(456.00')
(456.33')
(456.29')
(456.20')
(456.14')
(456.09')
(456.00')
(455.87')
(455.74')
(455.52')
(456.51')
(456.40')
(456.94')
(456.24')
(456.03')
(455.95')
(455.85')
(455.77')
(455.51')
(456.30')
(456.42')
(456.86')
(456.83')
(456.80')
(456.60')
(456.40')
(456.20')
(456.09')
(456.00')
(455.80')
(456.55')
(456.60')
(456.91')
(457.54')
(456.80')
(456.58')
(456.41')
(456.31')
(457.07')
(457.17')
(457.42')
(457.52') 456.03' 0.00' 456.03' 4.00' R 455.53' 4.26' R 455.10' 26.00' R 454.51' 40.00' R 456.03' 0.52' L 455.53' 0.72' L 455.21' 22.50' L 454.75' 37.87' L 456.45' 0.00'456.43' 13.43' R 455.93' 13.62' R 455.63' 26.00' R 455.11' 40.04' R 456.47' 10.54' L 455.97' 10.75' L 455.71' 22.50' L 455.24' 37.92' L 456.47' 0.00' 456.12' 26.00' R 455.61' 39.97' R 456.54' 5.50' L 457.04' 5.63' L 456.94' 10.59' L 456.44' 10.75' L 456.18' 22.50' L 455.68' 37.98' L 456.95' 0.00' 456.46' 26.00' R 455.94' 39.98' R 457.07' 6.68' L457.54' 10.52' L 457.57' 6.90' L 457.04' 10.75' L 456.80' 22.50' L 456.37' 38.05' L 123+50
452
453
454
455
456
457
458
459
452
453
454
455
456
457
458
459
70 60 50 40 30 20 10 0 10 20 30 40 50
124+50
453
454
455
456
457
458
459
460
453
454
455
456
457
458
459
460
70 60 50 40 30 20 10 0 10 20 30 40 50
125+50
453
454
455
456
457
458
459
460
453
454
455
456
457
458
459
460
70 60 50 40 30 20 10 0 10 20 30 40 50
126+50
454
455
456
457
458
459
460
461
454
455
456
457
458
459
460
461
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)
(0.35' AC)
(0.33' AB)
(1.15' LTS)

39.94' 42.25'
CL

22.50' 26.00'

39.96' 42.22'
CL

22.50' 26.00' 40.00' 42.22'
CL

22.50' 26.00'

50.00' 50.00'

40.06' 42.22'
CL

22.50' 26.00'

50.00' 50.00'

10.52'

6.90'

10.59'

5.63'

0.52' 3.98'

10.54' 13.43'
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
EXIST
R/W
3-31-24
42407
RICK KREUZER 12/19/2024 12:49:56 PM - L:\112-BREA\035-BIRCH STREET REHAB PHASE 1\DESIGN\SHEETS\PHASE 1A\X-SECTIONS\PHASE 1A - STXS (100') BIRCH_SH07-12.DWG - ROBBIE KREUZER SHEET
OF

REVIEWED BY DATE

MAINTENANCE OPERATIONS

TRAFFIC/STREET LIGHTING

ENGINEERING

RIGHT-OF-WAY
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D DATE
PREPARED UNDER THE SUPERVISION OF:

CITY REVIEW BLOCK

RICK KREUZER
R.C.E. NO. 42407
R
Know what's below.

Call before you dig.

CITY OF BREA

PUBLIC WORKS DEPARTMENT
PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

CROSS SECTION

BIRCH STREET IMPROVEMENTS

FROM KRAEMER BLVD TO VALENCIA ST
12 X-12
STA 127+50
LEGEND

1.5" MILL
VAR MILL (1.5" TO 3")

ROADWAY R&R

AC LEVEL COURSE
AC LEVEL COURSE 8.5 SF

SIDEWALK R&R
(3.5%)
(0.3%)(0.8%) (-0.3%) (-1.2%) (-1.0%)(-1.0%)
(-1.3%)
(2.1%)(-2.1%)(-2.1%)(-2.1%) (-1.9%) (-2.9%) (-2.5%) (-6.0%) (-4.8%) (2.7%)
-1.1% -1.0%
-1.3%

2.3%
-2.3%
-5.0%
(457.76')
(457.69')
(457.54')
(457.47')
(457.40')
(457.20')
(457.02')
(456.81')
(456.57')
(457.35') (457.38')
(457.89')
(458.47')
(457.77')
(457.74')
(457.71')
(457.68')
(457.67')
(457.64')
(457.67')
(458.19')
(458.47')
(458.54')
(458.58') 457.87' 0.00' 457.28' 26.00' R 456.57' 40.08' R 458.02' 6.61' L 458.52' 6.83' L 458.47' 10.52' L 457.97' 10.70' L 457.85' 22.50' L 457.68' 37.90' L CL
127+50
454
455
456
457
458
459
460
461
454
455
456
457
458
459
460
461
70 60 50 40 30 20 10 0 10 20 30 40 50
(0.35' AC)
(0.33' AB)
(1.15' LTS) (0.35' AC)
(0.33' AB)
(1.15' LTS)

50.00' 50.00'

40.03' 42.21'

22.50' 26.00'
EXIST
R/W
EXIST
R/W

City of Brea
City Council Regular Meeting Communication
H. Joint Use Agreement Between City of Brea and Southern California Edison for the SR-57 & Lambert Road Interchange Improvements, CIP 7251
Meeting
Tuesday, May 6, 2025, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 5H.

TO
Finance Committee Members
FROM
Kristin Griffith, City Manager

RECOMMENDATION
Staff recommends that City Council take the following action:

Approve Joint Use Agreement with Southern California Edison.

BACKGROUND/DISCUSSION
The SR-57 & Lambert Road Interchange Improvement, Project 7251 ("Project"), began construction in August 2019 and was recently completed in April 2024. The California Department of Transportation District 12 ("Caltrans") partnered with the City as part of a Cooperative Agreement that administered the Construction Contract for the Project. The Project improvements include a new northbound bridge structure and loop on-ramp, various widenings on and off ramps, and widening of eastbound and westbound Lambert Road adjacent to the 57 Freeway (see Attachment A – Vicinity Map).

One of the City's roles and responsibilities, as outlined in the Cooperative Agreement (12-768) with Caltrans, was to administer and coordinate any utility relocation efforts within Lambert Road that would be impacted by the Project improvements. Based on the proposed improvements, two main utility relocations were required within Lambert Road for this Project. The first utility requiring relocation was in coordination with Southern California Edison ("SCE") for their existing 66kv transmission overhead power poles and lines, which needed to be relocated to the south of the existing Lambert Road right-of-way to accommodate the widening of Lambert Road and to construct the new northbound loop on-ramp bridge. The second utility requiring relocation was in coordination with AT&T for their fiber optic communication line, which required relocation to the south to accommodate the Lambert Road widening. This agenda report relates to the SCE relocation efforts.

On September 7, 2018, during the final design phase for the Project and in cooperation with Caltrans concerning utility notifications and requirements for relocation, the City entered into a Utility Agreement ("UA") with SCE to relocate their existing 66kv overhead poles and lines. The poles and overhead transmission, distribution, and communication lines were within an existing utility easement and Joint Use Agreement with Caltrans with prior rights of use. Therefore, as part of the UA, once the construction is complete, the City is responsible for entering into a Joint Use Agreement ("JUA") or Easement for the new SCE overhead poles and powerlines alignment that crosses over the City-owned properties. This same condition applies to Caltrans within their right-of-way. It will be completed separately from the JUA between the City and SCE. The two City-owned parcels that the new SCE overhead powerlines cross over are APN 319-031-47 ("Parcel A") and APN 320-101-17 ("Parcel B") (see Attachment B – Legal Description & Plat).

In early May 2024, City and SCE staff initiated the development of the JUA documents that have been subsequently completed. The draft and final JUA documents were reviewed and approved to form by the City Attorney and SCE's legal counsel. Therefore, staff is requesting City Council consider approving the JUA between City and SCE for the new SCE overhead powerline alignment that crosses over City Parcels A and B, which was required based on the Project improvements (see Attachment C – Joint Use Agreement).

COMMISSION/COMMITTEE RECOMMENDATION
The Finance Committee reviewed this item at their April 29, 2025 meeting and recommended for City Council approval.

SUMMARY/FISCAL IMPACT
In September 2018, SCE and City entered into a Utility Agreement and subsequent amendment in January 2024 concerning the utility relocation work associated with the existing SCE 66kv overhead poles and powerline impacted by the Project. SCE completed their utility relocation work for the existing poles and powerline to the south of Lambert Road right-of-way in late November 2022, and the Project construction was completed in March 2024. Based on the UA terms and conditions, a new JUA or easement for the new SCE poles and powerline alignment is required once the Project is complete. SCE and City staff completed the final JUA with City Attorney and SCE legal counsel's approval as to form and is recommending City Council consider approving the JUA. After City Council's approval and final execution, the City Clerk will file the JUA with the Orange County Recorder for recordation and send one executed and recorded document to SCE. Most of the Project Construction and Utility Relocation work is funded by the OCTA Cooperative Agreement C-9-1380, with some Traffic Impact Funds (Fund 540). Therefore, there is no fiscal impact to the General Fund.

RESPECTFULLY SUBMITTED
Kristin Griffith, City Manager
Prepared by: Ryan Chapman, PE, City Engineer
Concurrence: Michael Ho, PE, Director of Public Works
Attachments
Attachment A - Vicinity Map.pdf
Attachment B - Legal Decription & Plat.pdf
Attachment C - Joint Use Agreement.pdf
ATTACHMENT A – VICINITY MAP
SR 57-LAMBERT ROAD INTERCHANGE IMPROVEMENTS

Page 1 of 3 ends

EXHIBIT “A”

LEGAL DESCRIPTION
APN: 319-031-47
APN 320-101-17
SERIAL NO. 72646A

AREA IN JOINT USE AGREEMENT
PARCEL A (APN 319-031-47)
THAT PORTION OF PARCEL 1 OF PARCEL MAP NO. 89-130, IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, PER MAP FILED IN BOOK 253, PAGES 31 THROUGH 33, OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, SAID PORTION BEING DESCRIBED AS FOLLOWS:

A STRIP OF LAND, 25.00 FEET WIDE, THE CENTERLINE OF SAID STRIP BEING DESCRIBED AS FOLLOWS:

COMMENCING AT THE CENTERLINE INTERSECTION OF LAMBERT ROAD AND STATE COLLEGE BOULEVARD AS SHOWN ON SAID PARCEL MAP NO. 89-130; THENCE ALONG SAID CENTERLINE OF LAMBERT ROAD NORTH 88°57'38" EAST, 101.29 FEET;
THENCE LEAVING SAID CENTERLINE SOUTH 01°02'22" EAST, 72.00 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1 OF PARCEL MAP NO. 89-130, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION;
THENCE LEAVING SAID NORTHERLY LINE SOUTH 78°28'30" EAST, 139.14 FEET; THENCE NORTH 88°09'51" EAST, 171.85 FEET;
THENCE NORTH 80°50'33" EAST, 23.76 FEET TO THE WESTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA PER DOCUMENT RECORDED JUNE 17, 1968 IN BOOK 8632, PAGE 388, OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF

SAID COUNTY, SAID POINT BEING THE POINT OF TERMINATION OF THIS DESCRIPTION.

SIDELINES OF SAID STRIP SHALL BE PROLONGED OR SHORTENED TO TERMINATE WESTERLY ON THE NORTHERLY AND NORTHWESTERLY LINES OF SAID PARCEL 1 OF PARCEL MAP NO. 89-130 AND TO BE PROLONGED OR SHORTENED TO TERMINATE EASTERLY ON SAID WESTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA.

THE ABOVE DESCRIBED PARCEL A CONTAINS 8,309 SQUARE FEET OR 0.191 ACRES, MORE OR LESS.

Page 2 of 3 ends

SERIAL NO. 72646A
PARCEL B (APN 320-101-17)
THAT PORTION OF PARCEL 1 OF PARCEL MAP NO. 93-193, IN THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA, PER MAP FILED IN BOOK 286, PAGES 14 AND 15, OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, SAID PORTION BEING DESCRIBED AS FOLLOWS:

COMMENCING AT THE CENTERLINE INTERSECTION OF LAMBERT ROAD AND STATE COLLEGE BOULEVARD AS SHOWN ON PARCEL MAP NO. 89-130, PER MAP FILED IN BOOK 253, PAGES 31 THROUGH 33, OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY;
THENCE ALONG SAID CENTERLINE OF LAMBERT ROAD NORTH 88°57'38" EAST, 101.29 FEET;
THENCE LEAVING SAID CENTERLINE SOUTH 01°02'22" EAST, 72.00 FEET TO THE NORTHERLY LINE OF PARCEL 1 OF SAID PARCEL MAP NO. 89-130; THENCE LEAVING SAID NORTHERLY LINE SOUTH 78°28'30" EAST, 139.14 FEET; THENCE NORTH 88°09'51" EAST, 171.85 FEET;
THENCE NORTH 80°50'33" EAST, 23.76 FEET TO THE WESTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA PER DOCUMENT RECORDED JUNE 17, 1968 IN BOOK 8632, PAGE 388, OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY;

THENCE LEAVING SAID WESTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA AND CONTINUING NORTH 80°50'33" EAST, 182.22 FEET; THENCE SOUTH 89°47'59" EAST, 364.45 FEET;
THENCE NORTH 85°28'50" EAST, 133.94 FEET TO THE EASTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA PER DOCUMENT RECORDED JANUARY 13, 1966 IN BOOK 7807, PAGE 13, OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY;

THENCE LEAVING SAID EASTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA AND CONTINUING NORTH 85°28'50" EAST, 161.92 FEET TO THE EASTERLY LINE OF SAID PARCEL 1 OF PARCEL MAP NO. 93-193, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION;

Page 3 of 3 ends

SERIAL NO. 72646A
THENCE ALONG SAID EASTERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 93-193 SOUTH 14°06'35" WEST, 13.19 FEET TO A LINE THAT IS PARALLEL WITH AND

12.50 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES, OF THAT CERTAIN COURSE DESCRIBED ABOVE AS “NORTH 85°28'50" EAST, 161.92 FEET”; THENCE LEAVING SAID EASTERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 93-193 AND ALONG SAID PARALLEL LINE SOUTH 85°28'50" WEST, 160.93 FEET TO SAID EASTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA;

THENCE LEAVING SAID PARALLEL LINE AND ALONG SAID EASTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA NORTH 09°56'33" EAST, 23.65 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1 OF PARCEL MAP NO. 93-193;

THENCE LEAVING SAID EASTERLY LINE OF THE DEED TO THE STATE OF CALIFORNIA AND ALONG SAID NORTHERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 93-193 NORTH 88°57'38" EAST, 159.77 FEET TO SAID EASTERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 93-193;
THENCE LEAVING SAID NORTHERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 93-193 AND ALONG SAID EASTERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 93-193 SOUTH 14°06'35" WEST, 0.75 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION.

THE ABOVE DESCRIBED PARCEL B CONTAINS 2,918 SQUARE FEET OR 0.067 ACRES, MORE OR LESS.

ALL FOUND MONUMENT DESCRIPTIONS AND BASIS OF BEARINGS ARE AS SHOWN ON EXHIBIT “B” ATTACHED HERETO AND MADE A PART HEREOF.

THIS DESCRIPTION IS NOT INTENDED FOR USE IN THE CONVEYANCE OF LAND IN VIOLATION OF THE SUBDIVISION MAP ACT OF THE STATE OF CALIFORNIA.

THIS DOCUMENT HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYOR’S ACT.

__________________________________________________ ________________________ TIMOTHY S. FETTIG P.L.S. 7542 DATE
7/22/24
705 710 700 715
EXHIBIT "B"
GUIDA
WWW.GUIDAINC.COM
IRVINE, CA 92602
949.777.2000
220 COMMERCE, SUITE 150
EXHIBIT "B"
710
EXHIBIT "B"
EXHIBIT "B"
EXHIBIT "B"

EASEMENT NOTES
LEGEND
BASIS OF BEARINGS:

City of Brea
City Council Regular Meeting Communication
I. Approve Child Abuse Services Operational Agreement with University of California, Irvine Meeting
Tuesday, May 6, 2025, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 5I.

TO
Finance Committee Members
FROM
Kristin Griffith, City Manager

RECOMMENDATION
Approve a three-year operational agreement with the University of California, Irvine Department of Pediatrics for child sexual abuse examinations.

BACKGROUND/DISCUSSION
The Police Department has worked with the University of California, Irvine (UCI) Department of Pediatrics to provide forensic examinations for child sexual abuse cases. Along with the forensic examinations, UCI partners with the Child Abuse Services Team (CAST) to reduce trauma to the child. This partnership ensures that the child receives comprehensive services from experts in medical, legal, and therapeutic fields.

We entered into a contract with UCI on July 1, 2021, to provide these services. The agreement expires on June 30, 2025, and we wish to enter a new three-year agreement for the same services.

COMMISSION/COMMITTEE RECOMMENDATION
This Staff Report was reviewed by the Finance Committee at their April 29, 2025, meeting and recommended for approval.

SUMMARY/FISCAL IMPACT
UCI provides acute and non-acute exams. Acute exams include potential for forensic evidence collection and are charged at $1,025 per exam. Non-acute exams do not include forensic evidence collection and are charged at $875 per exam.

The Police Department budgets approximately $9,200 towards forensic examination services in account number 110-21-2121-4245. The services provided by UCI are infrequently used, but when required, the costs will be covered through this account.

RESPECTFULLY SUBMITTED
Kristin Griffith, City Manager
Prepared by: Rebecca Hart, Management Analyst
Concurrence: Adam Hawley, Chief of Police
Attachments
UCI Peds Dept Brea PD CAST - Eff 07-01-2025_UCI Signed.pdf UCI Peds Dept – Brea PD – CAST - Eff 07-01-2025 1

MEMORANDUM OF UNDERSTANDING

THE REGENTS OF THE UNIVERSITY OF CALIFORNIA,
AS DESCRIBED IN ARTICLE IX, SECTION 9 OF THE CALIFORNIA CONSTITUTION,

ON BEHALF OF UNIVERSITY CALIFORNIA, IRVINE

DEPARTMENT OF PEDIATRICS
AND

THE CITY OF BREA, BY AND THROUGH THE POLICE DEPARTMENT
This Memorandum of Understanding (“MOU”) dated July 1, 2025, is by and between The Regents of the University of California, as described in Article IX, Section 9 of the California Constitution on behalf of University of California, Irvine Department of Pediatrics (‘UCI”), and the City of Brea, by and through the Brea Police Department (“Law Enforcement Agency”), sometimes referred to individually as “Party” and collectively as “Parties”
WHEREAS the purpose of this MOU is to summarize the terms of an operational agreement between the following entities: UCI, the Orange County Social Services Agency (SSA), the Child Abuse Services Team (CAST), the Office of the District Attorney (DA), and the Law Enforcement Agency.

WHEREAS UCI and SSA have entered into an Agreement for Provision of Child Abuse Services ("Agreement"), the term of this MOU will be from July 1, 2025 through June 30, 2028.

Notwithstanding the foregoing, this MOU shall terminate immediately upon termination of the Agreement.

NOW THEREFORE, the Parties have agreed to the following:

UCI will closely coordinate the following services with the Law Enforcement Agency in relation to the following areas:

1. Attorney General GrantRequirements;

2. California Governor's Office of Emergency Services (Cal OES) Grant Requirements;

3. Department of Justice Grant Requirements;

4. Utilizing CAST to reduce the trauma to the child;
All entities believe that implementation of the CAST proposal, as described herein, will further this goal.

To that end, each Party agrees to participate in the program by coordinating and/or providing the following services:
• Project staff being readily available to CAST forservice provision through the attached Agreement for the Child Abuse Medical Services Provider. • Regularly scheduled meetings between indicated agencies to discuss strategies, timetables, and implementation of mandatedservices.
• Specifically, services as described in the Agreement attached hereto and incorporated herein by reference.

Docusign Envelope ID: BE0856BA-ECE1-44E0-AF68-86E5E0933EDD UCI Peds Dept – Brea PD – CAST - Eff 07-01-2025 2
The undersigned Law Enforcement Agency, as the authorized representative of CAST, SSA, and the DA, and UCI, do hereby approve this MOU.

1. TERM: The term of this agreement will be from July 1st, 2025- June 30th, 2028. Either party may terminate this Agreement for any reason by providing the other with not less than thirty (30) days prior, written notice whereupon UCI shall be compensated for any performed services that remain unpaid.

2. COMPENSATION: Law Enforcement Agency agrees to reimburse UCI at the rates reflected in Table 1 - Compensation:

Table 1 - Compensation
Name and Description of Service
7/1/2025
thru
06/30/26
7/1/2026
thru
06/30/27
7/1/2027
thru
06/30/28
Non-acute Exam
Exam any time after an incident
without the collection of forensic
evidence. $875 $900 $925
Acute Exam
Exam up to 10 days after incident,
with potential for forensic evidence
collection at discretion of examiner. $1,025 $1050 $1,075

3. BILLING:
a. The CAST Office Coordinator will invoice the law enforcement agency after services have been rendered.
b. The Law Enforcement Agency will remit payment within thirty (30) days from the date on the invoice to thefollowing address:
i. UC Irvine Department of Pediatrics
Attn: Finances
3800 W. Chapman Ave Suite 2200
Orange, CA 92868

4. DESCRIPTION OFSERVICES:
a. An exam can include the following services but is not limited to:
i. Initial Evaluation
ii. Evidence Collection (for acuteexams)
iii. Written Report
iv. Consultation
v. STI Testing
vi. Lab Analysis
vii. Follow Up Exams
b. Acute Exam: Exam up to 10 days after incident, with potential for forensic evidence collection atdiscretion of examiner.

Docusign Envelope ID: BE0856BA-ECE1-44E0-AF68-86E5E0933EDD UCI Peds Dept – Brea PD – CAST - Eff 07-01-2025 3
c. Non- Acute Exam: Exam any time after an incident without the collection of forensic evidence.

5. INDEMNIFICATION
Each Party (“Indemnifying Party”) shall defend, indemnify and hold the other Party, its officers, employees and agents (“Indemnified Party”) harmless from and against any and all liability, loss, expense (including reasonable attorneys’ fees), or claims for injury or damages arising out of the Indemnifying Party’s performance of this MOU, but only in proportion to and to the extent such liability, loss, expense, attorneys’ fees, or claims for injury or damages are caused by or result from the Indemnifying Party’s own negligent or intentional acts or omissions or those of its officers, employees or agents.

6. INSURANCE
A. Law Enforcement Agency, at its sole cost and expense, shall insure or self-insurance its activities in connection with this MOU and obtain, keep in force and maintain insurance as follows:

1. Comprehensive or Commercial Form General Liability Insurance (contractual liability included) with limits as follows:
(a) Each Occurrence $ 2,000,000
(b) General Aggregate (Not applicable to $ 5,000,000
the Comprehensive form)
However, if such insurance is written on a claims-made form following termination of this MOU coverage shall survive for a period of not less than three years. Coverage shall provide for a retroactive date of placement coinciding with the effective date of this MOU.

2. Business Automobile Liability Insurance for owned, scheduled, non-owned or hired automobiles with a combined single limit no less than One Million Dollars ($1,000,000) per occurrence.

3. Workers' Compensation and Employers Liability Insurance in a form and amount covering Law Enforcement Agency’s full liability under the Workers' Compensation Insurance and Safety Act of the State of California as amended from time to time.

4. Such other insurance in such amounts which from time to time may be reasonably required by the mutual consent of UCI and Law Enforcement Agency against other insurable risks relating to performance.

It should be expressly understood, however, that the coverages required under this Section A.1., 2., 3. and 4. shall not in any way limit the liability of Law Enforcement Agency.

Law Enforcement Agency, upon the execution of this MOU shall furnish UCI with evidence of self-insurance upon request, or Certificates of Insurance evidencing compliance with all requirements. Certificates shall further provide for thirty (30)-day advance written notice to UCI of any modification, change or cancellation of any of the above insurance coverages.

Docusign Envelope ID: BE0856BA-ECE1-44E0-AF68-86E5E0933EDD UCI Peds Dept – Brea PD – CAST - Eff 07-01-2025 4
B. UCI at its sole cost and expense, shall insure its activities in connection with this MOU and obtain, keep in force and maintain a self-insurance program as follows:

1. General Liability Self-Insurance Program with limits as follows:
(a) Each Occurrence $ 2,000,000
(b) General Aggregate $ 5,000,000

2. Professional Medical and Hospital Liability self-insurance program with limits as follows:
(a) Each Occurrence $ 2,000,000
(b) General Aggregate $ 5,000,000
If such insurance is written on a claim made form, following termination of the MOU, coverage shall survive for the maximum reporting period available from insurance sources. Coverage shall also provide for a retroactive date of placement prior to or coinciding with the effective date of the MOU.

3. Business Automobile Self-Insurance Program for owned, scheduled, non-owned, or hired automobiles with a combined single limit no less than One Million Dollars ($1,000,000) per occurrence.

4. Workers' Compensation and Employers Liability equivalent Self-Insurance Program covering UCI'S full liability under the Workers' Compensation Insurance and Safety Act of the State of California, as amended from time to time.

5. Such other insurance in such amounts which from time to time may be reasonably required by the mutual consent of Law Enforcement Agency and UCI against other insurable risks relating to performance.

It should be expressly understood, however, that the coverages required under this Section B.1., 2., 3., 4. and 5. shall not in any way limit the liability of UCI.

UCI, upon the execution of this MOU, shall furnish Law Enforcement Agency with Certificates of Self-Insurance evidencing compliance with all requirements. Certificates shall further provide for thirty (30) day advance written notice to Law Enforcement Agency of any modification, change or cancellation of any of the above insurance coverages.

Docusign Envelope ID: BE0856BA-ECE1-44E0-AF68-86E5E0933EDD UCI Peds Dept – Brea PD – CAST - Eff 07-01-2025 5
IN WITNESS WHEREOF, the parties have entered into this MOU as of the day and year first written above.

UCI:

THE REGENTS OF THE UNIVERSITY OF

CALIFORNIA, AS DESCRIBED IN ARTICLE
IX, SECTION 9 OF THE CALIFORNIA

CONSTITUTION ON BEHALF OF

UNIVERSITY OF CALIFORNIA, IRVINE

DEPARTMENT OF PEDIATRICS
By: ______________________________
Name: Randolph Siwabessy
Title: SVP & CFO
Date: ____________________________
Address: 101 The City Drive South
Orange, CA 92868
LAW ENFORCEMENT AGENCY:

CITY OF BREA, BREA POLICE

DEPARTMENT
By: ________________________________
Name: Adam Hawley
Title: Chief of Police
Date: ______________________________
Address: 1 Civic Center Circle
Brea, CA 92821
Docusign Envelope ID: BE0856BA-ECE1-44E0-AF68-86E5E0933EDD April 30, 2025
City of Brea
City Council Regular Meeting Communication
J. City Disbursement Registers for April 11, 2025, April 18, 2025 , and April 25, 2025 Meeting
Tuesday, May 6, 2025, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 5J.

TO
Honorable Mayor and City Council Members
FROM
Kristin Griffith, City Manager

RECOMMENDATION
Staff Recommends that the City Council take the following action.

1. Receive and file the City Disbursement Registers.

RESPECTFULLY SUBMITTED:

Kristin Griffith, City Manager
Prepared by: Faith Madrazo, Financial Services Manager, Revenue Concurrence: Monica Lo, Director of Administrative Services Attachments
City Disbursement Register 04.11.25.pdf
City Disbursement Register 04.18.25.pdf
City Disbursement Register 04.25.25.pdf
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197775 4LEAF, INC. 04/11/2025 32140 110000000 PLAN CHECK SVCS FEB25 ($6.00) 04/11/2025 32140 84032324P PLAN CHECK SVCS NOV24 $2,204.00 04/11/2025 32140 110000000 PLAN CHECK SVCS NOV24 ($19.00) 04/11/2025 32140 84032324P PLAN CHECK SVCS FEB25 $696.00 4LEAF, INC. Total Check Amount: $2,875.00
197776 ADVEXURE LLC 04/11/2025 32736 234212143 DJI MATRICE $59,757.17 ADVEXURE LLC Total Check Amount: $59,757.17
197777 AMERICA'S IDEAL MISS CALIFORNIA 04/11/2025 33423 110 REFUND PERMIT CHGS $768.75 AMERICA'S IDEAL MISS CALIFORNIA Total Check Amount: $768.75 197778 AT&T CALNET 04/11/2025 20391 360515147 CALNET MARCH 2025 $32.91 04/11/2025 20391 420515131 CALNET MARCH 2025 $225.53
04/11/2025 20391 475141471 CALNET MARCH 2025 $2,235.81
04/11/2025 20391 360515145 CALNET MARCH 2025 $61.75
AT&T CALNET Total Check Amount: $2,556.00
197779 BUSINESS CARD 04/11/2025 18749 110141481 BSCARD 032325 HR $114.44 04/11/2025 18749 110222211 BSCARD 032325 FIRE $385.86
04/11/2025 18749 110404154 BSCARD 032325 CS II $5,018.17 04/11/2025 18749 233404523 BSCARD 032325 CS $1,951.35
04/11/2025 18749 110404211 BSCARD 032325 CS II $207.29
04/11/2025 18749 950000000 ILJAOC BSCARD 0323 MJ $28.98 04/11/2025 18749 110212111 BSCARD 032325 FIRE $153.38
04/11/2025 18749 110222223 BSCARD 032325 FIRE $66.95
04/11/2025 18749 110222231 BSCARD 032325 FIRE $2,927.76 04/11/2025 18749 110404215 BSCARD 032325 CS II $1,561.91 BUSINESS CARD Total Check Amount: $12,416.09
197780 CASCO CONTRACTORS 04/11/2025 33433 840000000 BLD-2024-00019 REFUND $1,205.00 CASCO CONTRACTORS Total Check Amount: $1,205.00
197781 CITY OF BREA 04/11/2025 31851 110212111 OCCMA OC SHERIFF TECH $70.00 CITY OF BREA Total Check Amount: $70.00
197782 COUNTY OF ORANGE 04/11/2025 4799 110212131 ANIMAL SHLTR 24/25 Q3 $10,222.35 COUNTY OF ORANGE Total Check Amount: $10,222.35
197783 DENNIS GRUBB & ASSOCIATES 04/11/2025 32461 110000000 PLAN CHECK SVCS MAR25 ($46.00) 04/11/2025 32461 84022223P PLAN CHECK SVCS MAR25 $764.75 DENNIS GRUBB & ASSOCIATES Total Check Amount: $718.75
197784 SOUTHERN CALIFORNIA EDISON 04/11/2025 3343 341515112 ELECTRICITY MAR 2025 $109.20 04/11/2025 3343 343515112 ELECTRICITY MAR 2025 $202.49
04/11/2025 3343 345515112 ELECTRICITY MAR 2025 $56.61
04/11/2025 3343 110515125 ELECTRICITY MAR 2025 $8,841.08 Apr 9, 2025 1 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197784 SOUTHERN CALIFORNIA EDISON 04/11/2025 3343 110515143 ELECTRICITY MAR 2025 $14.24 04/11/2025 3343 110515121 ELECTRICITY MAR 2025 $24,508.56 04/11/2025 3343 346515112 ELECTRICITY MAR 2025 $196.14
04/11/2025 3343 430515123 ELECTRICITY MAR 2025 $22.04
04/11/2025 3343 420515131 ELECTRICITY MAR 2025 $59,794.04 04/11/2025 3343 490515151 ELECTRICITY MAR 2025 $4,254.66 SOUTHERN CALIFORNIA EDISON Total Check Amount: $97,999.06 197785 ELECTRICAL SYSTEM UNLIMITED, LLC 04/11/2025 33302 110515125 SER. UPS SYSTEM @ PS2 $2,500.00 ELECTRICAL SYSTEM UNLIMITED, LLC Total Check Amount: $2,500.00 197786 EMPLOYMENT DEVELOPMENT DEPT 04/11/2025 7464 110 616106806 040425 PR $100.00 EMPLOYMENT DEVELOPMENT DEPT Total Check Amount: $100.00 197787 FCS INTERNATIONAL, INC 04/11/2025 33186 840000000 PROF SVCS FEB25 $30,443.00 04/11/2025 33186 840000000 PROF SVCS JAN25 $9,441.00
04/11/2025 33186 840000000 PROF SVCS NOV/DEC24 $716.00
FCS INTERNATIONAL, INC Total Check Amount: $40,600.00
197788 FULL SAIL GRAPHICS & MARKETING 04/11/2025 33424 110404541 PRNT/INSTLL MKG GRPHC $617.86 FULL SAIL GRAPHICS & MARKETING Total Check Amount: $617.86 197789 G & G TROPHY CO. 04/11/2025 1709 110404424 YOUTH SOCCER MEDALS $304.07 G & G TROPHY CO. Total Check Amount: $304.07
197790 GMC ELECTRICAL, INC. 04/11/2025 14517 420515131 TANK INSPECTION $2,100.00 GMC ELECTRICAL, INC. Total Check Amount: $2,100.00
197791 GOLDEN BELL PRODUCTS, INC. 04/11/2025 1411 430515123 MANHOLE SPRAYING $350.00 GOLDEN BELL PRODUCTS, INC. Total Check Amount: $350.00
197792 HERNANDEZ ELECTRIC 04/11/2025 33425 840000000 BLD-2024-00804 REFUND $32.50 HERNANDEZ ELECTRIC Total Check Amount: $32.50
197793 HYDROPRO SOLUTIONS 04/11/2025 31845 420515131 12" WATER METER $14,098.13 04/11/2025 31845 420515131 METERS $23,859.12
HYDROPRO SOLUTIONS Total Check Amount: $37,957.25
197794 INTIME SOLUTIONS INC. 04/11/2025 20876 950000000 ILJAOC ISE APR-JUN25 $200,000.00 INTIME SOLUTIONS INC. Total Check Amount: $200,000.00
197795 JOY PIANO TUNING 04/11/2025 33214 110404542 PIANO TUNING $220.00 JOY PIANO TUNING Total Check Amount: $220.00
197796 JONATHAN LYNG 04/11/2025 33428 840000000 BLD-2022-01392 REFUND $100.50 JONATHAN LYNG Total Check Amount: $100.50
197797 MODERN ROOFING 04/11/2025 33426 840000000 BLD-2024-00768 REFUND $55.00 MODERN ROOFING Total Check Amount: $55.00
197798 MOORE FLOORING, INC. 04/11/2025 29107 490515151 DAY ROOM FLOORING FS3 $3,453.00 MOORE FLOORING, INC. Total Check Amount: $3,453.00
Apr 9, 2025 2 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197799 NORTH NET FIRE TRAINING CENTER 04/11/2025 1696 110222221 TRAINING $201.41 04/11/2025 1696 174222222 EMS TRAINING $1,769.00
NORTH NET FIRE TRAINING CENTER Total Check Amount: $1,970.41 197800 ORANGE COUNTY WINWATER WORKS 04/11/2025 28030 420515131 PLUMBING SUPPLIES $1,049.92 04/11/2025 28030 420515131 TOOLS $698.22
ORANGE COUNTY WINWATER WORKS Total Check Amount: $1,748.14 197801 ORACLE AMERICA, INC. 04/11/2025 33166 951000000 ILJAOC CLD SVCS MAR25 $2,385.05 ORACLE AMERICA, INC. Total Check Amount: $2,385.05
197802 ORANGE COUNTY AUTO THEFT TASK
FORCE
04/11/2025 16937 110212111 35TH VT OFFCER AWARDS $80.00 ORANGE COUNTY AUTO THEFT TASK FORCE Total Check Amount: $80.00 197803 ORANGE COUNTY UNITED WAY 04/11/2025 33435 110404523 HMIS PROG-ACSS PT FEE $200.00 ORANGE COUNTY UNITED WAY Total Check Amount: $200.00
197804 ORIGINAL EQUIPMENT AUTO SUPPLY 04/11/2025 32413 480515161 STARTER MOTOR $227.91 04/11/2025 32413 480515161 REFUND ($175.00)
04/11/2025 32413 480515161 BRAKE PARTS $531.87
ORIGINAL EQUIPMENT AUTO SUPPLY Total Check Amount: $584.78 197805 PERFORMANCE PIPELINE

TECHNOLOGIES
04/11/2025 32450 430 SEWER CLEAN 3/11-3/12 $13,875.00
PERFORMANCE PIPELINE TECHNOLOGIES Total Check Amount: $13,875.00 197806 PATRICIA OCTAVIA SHARP 04/11/2025 33429 110 PMT FOR ART SOLD $735.00 PATRICIA OCTAVIA SHARP Total Check Amount: $735.00
197807 STATE CONTROLLER 04/11/2025 22558 110141431 23/24 STREET REPORT $2,977.17 STATE CONTROLLER Total Check Amount: $2,977.17
197808 SUNRISE MULTISPECIALIST MEDICAL
CTR
04/11/2025 32943 110141481 PHYSICAL EXAM 3/28/25 $655.00 SUNRISE MULTISPECIALIST MEDICAL CTR Total Check Amount: $655.00 197809 TODD TREMAYNE 04/11/2025 33431 840000000 BLD-2024-00790 REFUND $120.00 TODD TREMAYNE Total Check Amount: $120.00
197810 UNIFIRST CORPORATION 04/11/2025 27988 110515125 UNIFORM SVCS MAR 2025 $4.93 04/11/2025 27988 110515143 UNIFORM SVCS MAR 2025 $7.41
04/11/2025 27988 430515123 UNIFORM SVCS MAR 2025 $14.13 04/11/2025 27988 440515126 UNIFORM SVCS MAR 2025 $3.05
04/11/2025 27988 361515148 UNIFORM SVCS MAR 2025 $1.80
04/11/2025 27988 420515131 UNIFORM SVCS MAR 2025 $82.24 04/11/2025 27988 110515141 UNIFORM SVCS MAR 2025 $24.70 04/11/2025 27988 110515148 UNIFORM SVCS MAR 2025 $1.80
04/11/2025 27988 360515145 UNIFORM SVCS MAR 2025 $5.52
04/11/2025 27988 480515161 UNIFORM SVCS MAR 2025 $141.83 Apr 9, 2025 3 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197810 UNIFIRST CORPORATION 04/11/2025 27988 110515121 UNIFORM SVCS MAR 2025 $17.13 04/11/2025 27988 110515144 UNIFORM SVCS MAR 2025 $26.70 04/11/2025 27988 490515151 UNIFORM SVCS MAR 2025 $72.87 UNIFIRST CORPORATION Total Check Amount: $404.11
Check Subtotal $502,713.01
V58842 ACADEMY 831, LLC 04/11/2025 28694 110404145 BALLET $37.50 ACADEMY 831, LLC Total Check Amount: $37.50
V58843 AARON DANIEL ADAM 04/11/2025 32005 110212111 TRAINING MILEAGE $5.26 04/11/2025 32005 110212132 TRAINING MILEAGE $162.38
AARON DANIEL ADAM Total Check Amount: $167.64
V58844 ADMINISTRATIVE & PROF 04/11/2025 3344 110 4010 APEA MEMB 040425 $552.00 ADMINISTRATIVE & PROF Total Check Amount: $552.00
V58845 THE ADVANTAGE GROUP 04/11/2025 24539 110 808B FSADEPCAR 040425 $2,659.21 04/11/2025 24539 110 808C FSA URMED 040425 $5,375.49
THE ADVANTAGE GROUP Total Check Amount: $8,034.70
V58846 ANNA CHAVEZ AGUSTIN 04/11/2025 31862 110404215 HIIT DANCE/ZUMBA $512.00 ANNA CHAVEZ AGUSTIN Total Check Amount: $512.00
V58847 JUDY ALLEN 04/11/2025 20447 110404215 BODY PUMP/MAT PILATES $384.00 04/11/2025 20447 110404215 PERSONAL TRAINER $391.80
JUDY ALLEN Total Check Amount: $775.80
V58848 ALLSTAR FIRE EQUIPMENT 04/11/2025 8353 110222221 TURNOUTS $3,017.00 04/11/2025 8353 110222221 BOOTS $730.11
04/11/2025 8353 174222225 FLASHLIGHTS $544.84
ALLSTAR FIRE EQUIPMENT Total Check Amount: $4,291.95
V58849 ALTA LANGUAGE SERVICES, INC 04/11/2025 25953 110141481 BILINGUAL TEST MAR25 $116.00 ALTA LANGUAGE SERVICES, INC Total Check Amount: $116.00 V58850 BRENT THOMAS ARNOLD 04/11/2025 33336 110212111 TRAINING MILEAGE $18.48 BRENT THOMAS ARNOLD Total Check Amount: $18.48
V58851 ROBYN BAKER 04/11/2025 32891 110404215 CYCLE $160.00 04/11/2025 32891 110404215 PERSONAL TRAINER $310.80
ROBYN BAKER Total Check Amount: $470.80
V58852 BPSEA MEMORIAL FOUNDATION 04/11/2025 14990 110 4050 MEMORIAL 040425 $115.50 BPSEA MEMORIAL FOUNDATION Total Check Amount: $115.50
V58853 BREA CITY EMPLOYEES ASSOCIATION 04/11/2025 3236 110 4005 BCEA MEMB 040425 $816.00 BREA CITY EMPLOYEES ASSOCIATION Total Check Amount: $816.00 V58854 BREA DISPOSAL, INC 04/11/2025 3330 440515122 REFUSE COLLECTN MAR25 $193,334.37 BREA DISPOSAL, INC Total Check Amount: $193,334.37
V58855 BREA FIREFIGHTERS ASSOCIATION 04/11/2025 3237 110 4016 ASSOCMEMB 040425 $4,059.00 Apr 9, 2025 4 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
BREA FIREFIGHTERS ASSOCIATION Total Check Amount: $4,059.00 V58856 BREA POLICE ASSOCIATION 04/11/2025 3769 110 4030 BPA REG 040425 $3,550.00 BREA POLICE ASSOCIATION Total Check Amount: $3,550.00
V58857 BREA POLICE ATHLETIC LEAGUE 04/11/2025 1068 110 5010 B.P.A.L. 040425 $130.00 BREA POLICE ATHLETIC LEAGUE Total Check Amount: $130.00 V58858 BREA POLICE MANAGEMENT

ASSOCIATION
04/11/2025 21189 110 4020 PMA MEMB 040425 $162.50
04/11/2025 21189 110 4019 LDF MEMB 040425 $57.00
BREA POLICE MANAGEMENT ASSOCIATION Total Check Amount: $219.50 V58859 BREA TOWING 04/11/2025 16399 110212132 IMPOUND [TFC] MAR25 $2,054.88 04/11/2025 16399 110212121 IMPOUND [INV] MAR25 $6,941.38 BREA TOWING Total Check Amount: $8,996.26
V58860 OMAR F. BRIOSO 04/11/2025 15737 110212131 TRAINING REIMB $93.31 04/11/2025 15737 110212111 TRAINING REIMB $3.45
OMAR F. BRIOSO Total Check Amount: $96.76
V58861 BUTLER CHEMICALS, INC. 04/11/2025 6515 490515151 DISHWASHER CHEM

SERVICE
$209.30
BUTLER CHEMICALS, INC. Total Check Amount: $209.30
V58862 C. WELLS PIPELINE MATERIALS INC 04/11/2025 13055 420515131 PLUMBING SUPPLIES $11,945.18 C. WELLS PIPELINE MATERIALS INC Total Check Amount: $11,945.18 V58863 MARIA ELENA CABRERA 04/11/2025 32813 110404215 ZUMBA $160.00 MARIA ELENA CABRERA Total Check Amount: $160.00
V58864 CALIFORNIA DOMESTIC WATER CO 04/11/2025 3388 420515131 WTR CONSUMPTION MAR25
$246,370.88
CALIFORNIA DOMESTIC WATER CO Total Check Amount: $246,370.88 V58865 CARRIER CORPORATION 04/11/2025 20023 490515151 CHILLER REPAIRS $5,922.00 CARRIER CORPORATION Total Check Amount: $5,922.00
V58866 CITY OF WHITTIER 04/11/2025 33259 865 HOSEC FUNDS TRANSFER $3,050.48 CITY OF WHITTIER Total Check Amount: $3,050.48
V58867 COMLOCK SECURITY-GROUP 04/11/2025 13625 490515151 KEYS $558.08 04/11/2025 13625 490515151 DOOR REPAIRS $5,536.26
COMLOCK SECURITY-GROUP Total Check Amount: $6,094.34
V58868 THE CONNECTION CORPORATION 04/11/2025 31669 110404523 COUNSELING SVCS MAR25 $3,420.00 THE CONNECTION CORPORATION Total Check Amount: $3,420.00 V58869 DENALYN DAVID 04/11/2025 31642 110404215 YOGA $288.00 DENALYN DAVID Total Check Amount: $288.00
V58870 DEPARTMENT OF HEALTH CARE

SERVICES
04/11/2025 33434 174222225 PP-GEMT $31,973.29
DEPARTMENT OF HEALTH CARE SERVICES Total Check Amount: $31,973.29 V58871 MYRA DUVALL 04/11/2025 18083 110404215 YOGA $448.00 MYRA DUVALL Total Check Amount: $448.00
Apr 9, 2025 5 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58872 ENTERPRISE SECURITY, INC. 04/11/2025 18042 475141471 VELOCITY SRVR SW SUPP $1,213.93 ENTERPRISE SECURITY, INC. Total Check Amount: $1,213.93 V58873 EQUIPMENT DIRECT INC 04/11/2025 4522 110515141 SAFETY EQUIPMENT $79.20 EQUIPMENT DIRECT INC Total Check Amount: $79.20
V58874 ALYSSA RAE FELIPE 04/11/2025 32809 110404215 TRX/PURE STRENGTH $57.50 04/11/2025 32809 110404215 PERSONAL TRAINER $486.60
ALYSSA RAE FELIPE Total Check Amount: $544.10
V58875 FIDELITY SECURITY LIFE INSURANCE 04/11/2025 23035 110 9827288 VISION APR25 $3,173.06 FIDELITY SECURITY LIFE INSURANCE Total Check Amount: $3,173.06 V58876 FIRE SAFETY ADVISORS LLC 04/11/2025 33294 110000000 PLAN CHECK SVCS FEB25 ($1,237.50) 04/11/2025 33294 84022223P PLAN CHECK SVCS FEB25 $9,143.75 FIRE SAFETY ADVISORS LLC Total Check Amount: $7,906.25
V58877 GEORGE HILLS COMPANY 04/11/2025 27340 470141483 FLAT FEE 0425-0625 $3,278.25 GEORGE HILLS COMPANY Total Check Amount: $3,278.25
V58878 MELISSA GIFFORD 04/11/2025 10645 110404215 TRX $288.00 MELISSA GIFFORD Total Check Amount: $288.00
V58879 GLASBY MAINTENANCE SUPPLY CO 04/11/2025 6802 490515151 CHEM WIPES $387.90 GLASBY MAINTENANCE SUPPLY CO Total Check Amount: $387.90 V58880 MARY M. GRAHAM 04/11/2025 31478 110404215 ROLL & RELEASE/YOGA $352.00 MARY M. GRAHAM Total Check Amount: $352.00
V58881 CYNTHIA HAEBE 04/11/2025 31769 110212141 CRIME ANALYSIS FEB25 $6,232.50 CYNTHIA HAEBE Total Check Amount: $6,232.50
V58882 CHRISTOPHER M HARVEY 04/11/2025 10364 110212111 CRIT CONSIDRTN-POLICE $213.50 CHRISTOPHER M HARVEY Total Check Amount: $213.50
V58883 HASA, INC. 04/11/2025 31861 110404422 BULK CHEMS $1,004.01 HASA, INC. Total Check Amount: $1,004.01
V58884 MONA HERNANDEZ 04/11/2025 23114 110404215 MASSAGE $891.50 MONA HERNANDEZ Total Check Amount: $891.50
V58885 HOLLY ELECTRIC INC. 04/11/2025 27530 344515112 MD4 LIGHT REPAIR $500.81 HOLLY ELECTRIC INC. Total Check Amount: $500.81
V58886 INLAND ROUNDBALL OFFICIALS INC. 04/11/2025 31906 110404424 REFEREE FEE 0327-0401 $1,270.00 INLAND ROUNDBALL OFFICIALS INC. Total Check Amount: $1,270.00 V58887 SARA JACKSON 04/11/2025 31840 110404215 BODY PUMP $352.00 SARA JACKSON Total Check Amount: $352.00
V58888 PAMELA JOHNSTON 04/11/2025 28025 110404215 CIRCT TRNG/ZUMBA/HIIT $480.00 PAMELA JOHNSTON Total Check Amount: $480.00
V58889 KRISTI L KANEL 04/11/2025 22868 110404215 SILVER SNEAKERS/ZUMBA $480.00 KRISTI L KANEL Total Check Amount: $480.00
Apr 9, 2025 6 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58890 MAHNAZ KOHSARI 04/11/2025 12368 460141474 MILEAGE MARCH 2025 $6.02 MAHNAZ KOHSARI Total Check Amount: $6.02
V58891 DOLLY LAI 04/11/2025 18084 110404215 YOGA $96.00 DOLLY LAI Total Check Amount: $96.00
V58892 BERRY LIANG 04/11/2025 25640 110404215 PERSONAL TRAINER $217.20 04/11/2025 25640 110404215 CYCLE $96.00
BERRY LIANG Total Check Amount: $313.20
V58893 LIFE-ASSIST, INC. 04/11/2025 10530 174222225 PM SUPPLIES FS2 $251.20 LIFE-ASSIST, INC. Total Check Amount: $251.20
V58894 LINCOLN AQUATICS 04/11/2025 17902 490515151 CHEM FEED PUMP $692.49 LINCOLN AQUATICS Total Check Amount: $692.49
V58895 LINEGEAR 04/11/2025 23894 110222221 BOOTS [4] $1,767.10 04/11/2025 23894 110222221 BOOTS [1] $354.50
LINEGEAR Total Check Amount: $2,121.60
V58896 TANYA LOSCUTOFF 04/11/2025 22092 110404215 PERSONAL TRAINER $867.60 04/11/2025 22092 110404215 SUPER SCULPT $128.00
TANYA LOSCUTOFF Total Check Amount: $995.60
V58897 ANDREA MCGRANAHAN 04/11/2025 26046 110404215 PERSONAL TRAINER $94.20 04/11/2025 26046 110404215 BARRE/CYCLE/LO.IM/TRX $1,366.00 ANDREA MCGRANAHAN Total Check Amount: $1,460.20
V58898 MINER, LTD 04/11/2025 27173 490515151 GATE REPAIR @ FS2 $6,183.50 04/11/2025 27173 490515151 REPAIR FRONT DOOR FS2 $426.81 MINER, LTD Total Check Amount: $6,610.31
V58899 JENNIFER MONZON-SCROFINI 04/11/2025 20158 110404215 FUNC.STR/HIITKICK/TRX $384.00 JENNIFER MONZON-SCROFINI Total Check Amount: $384.00
V58900 NATASHA MOORE 04/11/2025 10711 110404215 BODY PUMP $288.00 NATASHA MOORE Total Check Amount: $288.00
V58901 ADRIANA MUNOZ 04/11/2025 27997 110404215 ZUMBA $30.00 ADRIANA MUNOZ Total Check Amount: $30.00
V58902 MUSCO SPORTS LIGHTING, LLC 04/11/2025 19179 110515141 BALLFIELD LIGHT

EQUIPMENT
$3,500.00
04/11/2025 19179 110515141 BALLFIELD BULBS $1,765.41
MUSCO SPORTS LIGHTING, LLC Total Check Amount: $5,265.41 V58903 JANET NORSETTER 04/11/2025 26021 110404215 SILVER SNEAKERS $150.00 JANET NORSETTER Total Check Amount: $150.00
V58904 IRACEMA PERDOMO 04/11/2025 14135 110404215 CYCLE $128.00 IRACEMA PERDOMO Total Check Amount: $128.00
V58905 PLUMBING WHOLESALE OUTLET, INC. 04/11/2025 18392 490515151 SLOAN PARTS $332.04 04/11/2025 18392 490515151 WATER FILTERS $433.42
Apr 9, 2025 7 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
PLUMBING WHOLESALE OUTLET, INC. Total Check Amount: $765.46 V58906 PREMIER FIRST RESPONDER PSYCH
SVCS
04/11/2025 29540 110222213 CERT TRAINING $250.00
PREMIER FIRST RESPONDER PSYCH SVCS Total Check Amount: $250.00 V58907 QUADIENT LEASING USA, INC 04/11/2025 30262 110141441 SUPPLIES $268.19 QUADIENT LEASING USA, INC Total Check Amount: $268.19
V58908 KAYLA RABJOHNS 04/11/2025 28472 110404215 CIRCUIT TRNG $64.00 KAYLA RABJOHNS Total Check Amount: $64.00
V58909 ROLLINS, INC DBA ORKIN, LLC. 04/11/2025 30616 110515125 PEST CONTROL MAR 2025 $339.15 04/11/2025 30616 110515141 PEST CONTROL MAR 2025 $239.40 04/11/2025 30616 420515131 PEST CONTROL MAR 2025 $179.55 04/11/2025 30616 490515151 PEST CONTROL MAR 2025 $1,236.90 ROLLINS, INC DBA ORKIN, LLC. Total Check Amount: $1,995.00 V58910 RUSSELL SIGLER INC. 04/11/2025 21638 490515151 HVAC FILTERS $52.09 RUSSELL SIGLER INC. Total Check Amount: $52.09
V58911 MACY CYMANTHA SANCHEZ 04/11/2025 27495 110212132 TRAINING MILEAGE $108.26 04/11/2025 27495 110212111 TRAINING MILEAGE $3.50
MACY CYMANTHA SANCHEZ Total Check Amount: $111.76
V58912 ISMAEL O SILVA 04/11/2025 24370 110404215 ZUMBA $96.00 ISMAEL O SILVA Total Check Amount: $96.00
V58913 SITEONE LANDSCAPE SUPPLY, LLC 04/11/2025 25942 110515141 PLUMBING SUPPLIES $1,392.92 SITEONE LANDSCAPE SUPPLY, LLC Total Check Amount: $1,392.92 V58914 SOOTHING ESCAPE MASSAGE LLC 04/11/2025 31650 110404215 KINSTRETCH $288.00 04/11/2025 31650 110404215 MASSAGE/SOUND BATH $766.90
SOOTHING ESCAPE MASSAGE LLC Total Check Amount: $1,054.90 V58915 TENNIS ANYONE ACADEMY 04/11/2025 12688 110404145 TENNIS $1,583.68 TENNIS ANYONE ACADEMY Total Check Amount: $1,583.68
V58916 TOWNSEND PUBLIC AFFAIRS, INC. 04/11/2025 18881 410111145 CONSULTING SVCS APR25 $1,625.00 04/11/2025 18881 420111145 CONSULTING SVCS APR25 $1,625.00 04/11/2025 18881 110111145 CONSULTING SVCS APR25 $1,625.00 04/11/2025 18881 430111145 CONSULTING SVCS APR25 $1,625.00 TOWNSEND PUBLIC AFFAIRS, INC. Total Check Amount: $6,500.00 V58917 TROPICAL PLAZA NURSERY, INC 04/11/2025 2062 345515112 MD5 REPAIR IRRIGATION $853.07 TROPICAL PLAZA NURSERY, INC Total Check Amount: $853.07 V58918 TRUE TINT WINDOW TINTING 04/11/2025 28281 490515151 WINDOW TINTING @ FS2 $2,310.00 TRUE TINT WINDOW TINTING Total Check Amount: $2,310.00
V58919 EDEN TURNER 04/11/2025 21951 110404215 BODY PUMP $320.00 EDEN TURNER Total Check Amount: $320.00
V58920 NATASHA UMRIGAR-MOLLA 04/11/2025 32097 110404215 YOGA $128.00 Apr 9, 2025 8 of 9 5:54:23 PM
City Disbursement Register
Between Apr 7, 2025 12:00 AM and Apr 11, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
NATASHA UMRIGAR-MOLLA Total Check Amount: $128.00
V58921 UNDERGROUND SERVICE ALERT/SC 04/11/2025 4537 420515131 DSB FEE 4/1/25 $141.16 04/11/2025 4537 420515131 DSB WTRDIST 4/1/25 $70.58
04/11/2025 4537 420515131 UGTICKETS WATER MAR25 $182.05 04/11/2025 4537 420515131 UGTICKETS SEWER MAR25 $354.10 UNDERGROUND SERVICE ALERT/SC Total Check Amount: $747.89 V58922 WEST COAST ARBORISTS, INC. 04/11/2025 1556 110515142 TREE MNT 2/16-2/28 $8,596.41 04/11/2025 1556 346515112 TREE MNT MD6 3/1-3/15 $8,090.50 04/11/2025 1556 110515141 TREE MNT PARK 2/16-28 $882.60 04/11/2025 1556 343515112 TREE MNT MD3 3/1-3/15 $443.52 04/11/2025 1556 510707978 TREE REMOVALSYCAMORE $1,471.00 04/11/2025 1556 110515141 TREE MNT 3/1-315 $605.43
04/11/2025 1556 110515142 TREE MNT 3/1-3/15 $2,603.79
WEST COAST ARBORISTS, INC. Total Check Amount: $22,693.25 V58923 WESTERN GOLF PROPERTIES, LLC 04/11/2025 29071 465000000 BIRCH HLLS S/TX MAR25 $4,068.17 04/11/2025 29071 465000000 BIRCH HLLS TIPS MAR25 $6,920.14 04/11/2025 29071 465515149 BIRCH HLLS CGS MAR25 $18,882.59 04/11/2025 29071 465515149 BIRCH HLLS MGMT MAR25 $155,567.33 04/11/2025 29071 465515149 BREA CREEK CGS MAR25 $7,476.69 04/11/2025 29071 465515149 BREA CREEK MGMT MAR25 $63,954.00 04/11/2025 29071 465000000 BREA CREEK S/TX MAR25 $1,033.67 WESTERN GOLF PROPERTIES, LLC Total Check Amount: $257,902.59 V58924 REBECCA YOUNT 04/11/2025 31473 110404215 SILVER SNEAKERS $259.00 REBECCA YOUNT Total Check Amount: $259.00
Voucher Subtotal $882,962.57
TOTAL $1,385,675.58
Apr 9, 2025 9 of 9 5:54:23 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197811 THOMAS ANDERSON 04/18/2025 33458 420 WATER ACCT REFUND $3.86 THOMAS ANDERSON Total Check Amount: $3.86
197812 SUSAN ARAKAKI 04/18/2025 33437 110 REFUND DEPOSIT $700.00 SUSAN ARAKAKI Total Check Amount: $700.00
197813 ARDURRA GROUP, INC. 04/18/2025 29147 510707617 PROF ENGG SVCS FEB25 $3,650.00 04/18/2025 29147 510707617 PROF ENGG SVCS JAN25 $5,108.75 ARDURRA GROUP, INC. Total Check Amount: $8,758.75
197814 AT&T CALNET 04/18/2025 20391 475141471 CALNET MARCH 2025 $3,930.71 AT&T CALNET Total Check Amount: $3,930.71
197815 AVENU INSIGHTS & ANALYTICS, LLC 04/18/2025 29396 110141424 STARS SVC 2024 Q4 $937.50 AVENU INSIGHTS & ANALYTICS, LLC Total Check Amount: $937.50 197816 HILDA BARKER 04/18/2025 33457 420 WATER ACCT REFUND $28.67 HILDA BARKER Total Check Amount: $28.67
197817 BELTRAN, AUGUSTINE 04/18/2025 33449 420 WATER ACCT REFUND $5.14 BELTRAN, AUGUSTINE Total Check Amount: $5.14
197818 OLIVIA BENSON 04/18/2025 33463 420 WATER ACCT REFUND $102.60 OLIVIA BENSON Total Check Amount: $102.60
197819 BREA INDUSTRIAL IV, LLC 04/18/2025 27693 420 WATER ACCT REFUND $110.28 BREA INDUSTRIAL IV, LLC Total Check Amount: $110.28
197820 LUIS CENDEJAS 04/18/2025 33439 110000000 REFUND-ACCT CLOSED $165.73 LUIS CENDEJAS Total Check Amount: $165.73
197821 SOOJIN CHAI 04/18/2025 33461 420 WATER ACCT REFUND $26.37 SOOJIN CHAI Total Check Amount: $26.37
197822 CHARTER COMMUNICATIONS 04/18/2025 29127 110111143 CABLE CHGS APR/MAY25 $42.87 04/18/2025 29127 110111153 MGMT CHANNEL APR25 $978.95
04/18/2025 29127 110141481 CABLE CHGS APR/MAY25 $42.87
04/18/2025 29127 110404521 CABLE CHGS APR/MAY25 $119.99 04/18/2025 29127 420515131 CABLE CHGS APR/MAY25 $236.62 04/18/2025 29127 490515151 CABLE CHGS APR/MAY25 $42.87
04/18/2025 29127 110111151 CABLE CHGS APR/MAY25 $64.98
04/18/2025 29127 110222211 CABLE CHGS APR/MAY25 $109.23 04/18/2025 29127 110111161 CABLE CHGS APR/MAY25 $42.87
04/18/2025 29127 110323212 CABLE CHGS APR/MAY25 $87.11
04/18/2025 29127 110404311 CABLE CHGS APR/MAY25 $42.87
04/18/2025 29127 110212111 CABLE CHGS APR/MAY25 $349.26 04/18/2025 29127 110404211 CABLE CHGS APR/MAY25 $303.06 CHARTER COMMUNICATIONS Total Check Amount: $2,463.55
197823 CITY OF ANAHEIM 04/18/2025 4908 110222211 METRONET DISP 24/25Q4 $32,781.71 Apr 17, 2025 1 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
CITY OF ANAHEIM Total Check Amount: $32,781.71
197824 COUNTY OF ORANGE 04/18/2025 4799 110212122 PRKNG CITATIONS MAR25 $2,850.50 COUNTY OF ORANGE Total Check Amount: $2,850.50
197825 COUNTY OF ORANGE 04/18/2025 4799 110212131 PRE-BOOKING FORMS $168.20 COUNTY OF ORANGE Total Check Amount: $168.20
197826 COUNTY OF ORANGE 04/18/2025 4799 110212122 OCATS FEES MAR 2025 $1,104.51 COUNTY OF ORANGE Total Check Amount: $1,104.51
197827 COUNTY OF ORANGE 04/18/2025 4799 110222223 RADIO PROG BR2 DEC24 $139.00 COUNTY OF ORANGE Total Check Amount: $139.00
197828 COUNTY OF ORANGE 04/18/2025 4799 172212133 RADIO PROG BR1 DEC24 $200.00 COUNTY OF ORANGE Total Check Amount: $200.00
197829 D.S. CUSTOM LINENS, INC 04/18/2025 31417 110141441 LINEN CLEANING $408.03 04/18/2025 31417 110141441 GAS SURCHARGE $26.00
D.S. CUSTOM LINENS, INC Total Check Amount: $434.03
197830 CHARLES DANIELS 04/18/2025 33443 420 WATER ACCT REFUND $3.05 CHARLES DANIELS Total Check Amount: $3.05
197831 DE NOVO PLANNING GROUP 04/18/2025 32750 120323231 PROF SVCS THRU 3/28 $110,005.98 DE NOVO PLANNING GROUP Total Check Amount: $110,005.98
197832 DAN DE CRISTOFARO 04/18/2025 8022 110404217 DJ-6TH GR DANCE 3/21 $475.00 DAN DE CRISTOFARO Total Check Amount: $475.00
197833 DRAPES & FABRICS BY VINCENT 04/18/2025 33404 181404250 UPHOLSTERY ZIPPERS $385.00 DRAPES & FABRICS BY VINCENT Total Check Amount: $385.00 197834 SOUTHERN CALIFORNIA EDISON 04/18/2025 3343 490515151 ELECTRICITY MAR 2025 $35,054.44 04/18/2025 3343 110515143 ELECTRICITY MAR 2025 $30.77
04/18/2025 3343 110515121 ELECTRICITY MAR 2025 $2,785.68 SOUTHERN CALIFORNIA EDISON Total Check Amount: $37,870.89 197835 EMERGENCY AMBULANCE SERVICE 04/18/2025 7757 174222225 BACKUP AMB SVCS MAR25 $6,500.00 EMERGENCY AMBULANCE SERVICE Total Check Amount: $6,500.00 197836 FORENSIC NURSE SPECIALISTS, INC. 04/18/2025 23336 110212121 SART EXAM $3,000.00 FORENSIC NURSE SPECIALISTS, INC. Total Check Amount: $3,000.00 197837 GALVEZ QUALITY AUTO GLASS 04/18/2025 27010 480515161 WINDSHIELD REPAIR $365.00 GALVEZ QUALITY AUTO GLASS Total Check Amount: $365.00
197838 BRADLEY & PAMELA GAST 04/18/2025 29209 420 WATER ACCT REFUND $1,905.77 BRADLEY & PAMELA GAST Total Check Amount: $1,905.77
197839 GEMINI GROUP CONSULTING, LLC 04/18/2025 33427 420515131 CCR REPORT $5,210.00 GEMINI GROUP CONSULTING, LLC Total Check Amount: $5,210.00 197840 ROBERT GROVER 04/18/2025 27453 420 WATER ACCT REFUND $15.23 ROBERT GROVER Total Check Amount: $15.23
Apr 17, 2025 2 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197841 HACH COMPANY 04/18/2025 5749 420515131 WTR QUALITY SUPPLIES $613.88 HACH COMPANY Total Check Amount: $613.88
197842 LI HULL 04/18/2025 33451 420 WATER ACCT REFUND $27.31 LI HULL Total Check Amount: $27.31
197843 HYDROPRO SOLUTIONS 04/18/2025 31845 420515131 METERS $6,279.54 HYDROPRO SOLUTIONS Total Check Amount: $6,279.54
197844 TIFFANY HYUN 04/18/2025 33446 420 WATER ACCT REFUND $46.23 TIFFANY HYUN Total Check Amount: $46.23
197845 GASTON JEREMIAH 04/18/2025 33452 420 WATER ACCT REFUND $107.50 GASTON JEREMIAH Total Check Amount: $107.50
197846 JOHN ROBINSON CONSULTING, INC. 04/18/2025 33301 420515131 BACKFLOW SUPPORT $6,465.00 JOHN ROBINSON CONSULTING, INC. Total Check Amount: $6,465.00 197847 LEADSONLINE PARENT, LLC 04/18/2025 32075 110212121 24/25 CELLHAWK SUBSCR $5,402.00 LEADSONLINE PARENT, LLC Total Check Amount: $5,402.00
197848 JUAN LEON 04/18/2025 33453 420 WATER ACCT REFUND $105.90 JUAN LEON Total Check Amount: $105.90
197849 LINSCOTT, LAW & GREENSPAN

ENGINEERS
04/18/2025 29408 840141412 TFC ENGG SVCS FEB25 $6,272.00 04/18/2025 29408 510707306 TFC ENGG SVCS JAN25 $3,761.50 LINSCOTT, LAW & GREENSPAN ENGINEERS Total Check Amount: $10,033.50 197850 YU LU 04/18/2025 33450 420 WATER ACCT REFUND $83.20 YU LU Total Check Amount: $83.20
197851 MILLER MENDEL, INC. 04/18/2025 31793 110212111 DATA STORAGE JAN-MAR $98.91 04/18/2025 31793 110212111 SOC MED RPT JAN-MAR25 $180.00 04/18/2025 31793 110212111 EMPL INSIGHTS JAN-MAR $36.00 04/18/2025 31793 110212111 FAX USAGE JAN-MAR25 $14.20
MILLER MENDEL, INC. Total Check Amount: $329.11
197852 ANI MODIANO 04/18/2025 33445 420 WATER ACCT REFUND $64.20 ANI MODIANO Total Check Amount: $64.20
197853 SUSANA MORENO 04/18/2025 33442 420 WATER ACCT REFUND $15.78 SUSANA MORENO Total Check Amount: $15.78
197854 NATIONWIDE 04/18/2025 20975 110 4436 PET INS MAR 2025 $1,663.42 NATIONWIDE Total Check Amount: $1,663.42
197855 ORANGE COUNTY WINWATER WORKS 04/18/2025 28030 420515131 PLUMBING SUPPLIES $2,297.94 ORANGE COUNTY WINWATER WORKS Total Check Amount: $2,297.94 197856 ODP BUSINESS SOLUTIONS, LLC 04/18/2025 31709 110212111 OFFICE SUPPLIES $401.53 ODP BUSINESS SOLUTIONS, LLC Total Check Amount: $401.53 197857 OPENDOOR LABS INC 04/18/2025 29570 420 WATER ACCT REFUND $83.46 OPENDOOR LABS INC Total Check Amount: $83.46
Apr 17, 2025 3 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197858 ORIGINAL EQUIPMENT AUTO SUPPLY 04/18/2025 32413 480515161 BRAKE PARTS $119.14 ORIGINAL EQUIPMENT AUTO SUPPLY Total Check Amount: $119.14 197859 SOKZI OSHIN 04/18/2025 33465 840000000 BLD-2020-00648 REFUND $312.22 SOKZI OSHIN Total Check Amount: $312.22
197860 PEOPLE SPACE 04/18/2025 28721 181404250 BCC TEEN COUCH $12,165.65 PEOPLE SPACE Total Check Amount: $12,165.65
197861 PETTY CASH CUSTODIAN 04/18/2025 23851 110 PETTY CASH REIMB $10.00 PETTY CASH CUSTODIAN Total Check Amount: $10.00
197862 PREMIUM RV INC. 04/18/2025 11981 480515161 TIE DOWNS $17.35 PREMIUM RV INC. Total Check Amount: $17.35
197863 PUENTE HILLS FORD 04/18/2025 25742 480515161 SHOCKS $255.64 04/18/2025 25742 480515161 TRANSFER CASE REPAIR $2,654.91 PUENTE HILLS FORD Total Check Amount: $2,910.55
197864 RBI TRAFFIC, INC 04/18/2025 30571 110000000 TC PLAN CHECK MAR25 ($64.50) 04/18/2025 30571 84051517P TC PLAN CHECK FEB25 $4,972.50 04/18/2025 30571 110000000 TC PLAN CHECK FEB25 ($97.50) 04/18/2025 30571 110515171 TC PLAN CHECK FEB25 $75.00
04/18/2025 30571 84051517P TC PLAN CHECK MAR25 $3,289.50 RBI TRAFFIC, INC Total Check Amount: $8,175.00
197865 SAFEGUARD ENVIROGROUP, INC. 04/18/2025 23241 490515151 AIR SAMPLE TEST @ FS4 $845.00 04/18/2025 23241 490515151 AIR SAMPLE TEST @ FS2 $1,145.00 04/18/2025 23241 490515151 AIR SAMPLE TEST @ FS1 $845.00 04/18/2025 23241 490515151 AIR SAMPLE TEST @ FS3 $945.00 SAFEGUARD ENVIROGROUP, INC. Total Check Amount: $3,780.00 197866 ERNESTO SEGISMUNDO 04/18/2025 33454 420 WATER ACCT REFUND $76.46 ERNESTO SEGISMUNDO Total Check Amount: $76.46
197867 MARIE SHUBIN 04/18/2025 33455 420 WATER ACCT REFUND $59.31 MARIE SHUBIN Total Check Amount: $59.31
197868 AIMEE SILVA 04/18/2025 33444 420 WATER ACCT REFUND $85.71 AIMEE SILVA Total Check Amount: $85.71
197869 SOCAL ROOFING SOLUTIONS 04/18/2025 33466 840000000 BLD-2023-01633 REFUND $451.00 SOCAL ROOFING SOLUTIONS Total Check Amount: $451.00
197870 SOUTHSTAR ENGINEERING &

CONSULTING
04/18/2025 32467 110515171 ENGG INSP DEC24 $900.00
04/18/2025 32467 110515171 ENGG INSP NOV24 $900.00
04/18/2025 32467 84051517I ENGG INSP FEB25 $22,350.00
04/18/2025 32467 84051517I ENGG INSP NOV24 $22,800.00
04/18/2025 32467 84051517I ENGG INSP DEC24 $20,550.00
SOUTHSTAR ENGINEERING & CONSULTING Total Check Amount: $67,500.00 Apr 17, 2025 4 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197871 STATE COMPENSATION INSURANCE
FUND
04/18/2025 23177 950000000 ILJAOC WC MAR24-MAR25 $175.02 04/18/2025 23177 950000000 ILJAOC WC MAR25-MAR26 $727.51 STATE COMPENSATION INSURANCE FUND Total Check Amount: $902.53 197872 SUNRISE MULTISPECIALIST MEDICAL
CTR
04/18/2025 32943 110141481 PHYSICAL EXAM 4/1/25 $655.00 SUNRISE MULTISPECIALIST MEDICAL CTR Total Check Amount: $655.00 197873 TEC EQUIPMENT 04/18/2025 32466 480515161 TURBO REPAIR $6,870.83 TEC EQUIPMENT Total Check Amount: $6,870.83
197874 MICHAEL THEIS 04/18/2025 33462 420 WATER ACCT REFUND $81.59 MICHAEL THEIS Total Check Amount: $81.59
197875 TREND TRANSPORT 04/18/2025 33460 420 WATER ACCT REFUND $150.00 TREND TRANSPORT Total Check Amount: $150.00
197876 UNIFIRST CORPORATION 04/18/2025 27988 110515121 UNIFORM SVCS APR 2025 $17.13 04/18/2025 27988 110515144 UNIFORM SVCS APR 2025 $26.70 04/18/2025 27988 420515131 UNIFORM SVCS APR 2025 $42.79 04/18/2025 27988 490515151 UNIFORM SVCS APR 2025 $72.87 04/18/2025 27988 110515141 UNIFORM SVCS APR 2025 $25.00 04/18/2025 27988 110515148 UNIFORM SVCS APR 2025 $1.80
04/18/2025 27988 480515161 UNIFORM SVCS APR 2025 $34.02 04/18/2025 27988 110515125 UNIFORM SVCS APR 2025 $4.93
04/18/2025 27988 110515143 UNIFORM SVCS APR 2025 $7.41
04/18/2025 27988 440515126 UNIFORM SVCS APR 2025 $41.16 04/18/2025 27988 360515145 UNIFORM SVCS APR 2025 $5.52
04/18/2025 27988 361515148 UNIFORM SVCS APR 2025 $1.80
04/18/2025 27988 430515123 UNIFORM SVCS APR 2025 $41.39 UNIFIRST CORPORATION Total Check Amount: $322.52
197877 KIM VAUGHAN 04/18/2025 33467 110 REFUND DEPOSIT $500.00 KIM VAUGHAN Total Check Amount: $500.00
197878 VOHNE LICHE KENNELS, INC 04/18/2025 33035 110212131 MAINT TRAINING MAR25 $500.00 VOHNE LICHE KENNELS, INC Total Check Amount: $500.00
Check Subtotal $360,311.39
V58925 ABBA TERMITE & PEST CONTROL 04/18/2025 15614 110515141 TREAT/SEAL BEES $245.00 ABBA TERMITE & PEST CONTROL Total Check Amount: $245.00 V58926 LARRY ALANIS 04/18/2025 32661 110404424 UMPIRE FEES 4/7/25 $111.00 LARRY ALANIS Total Check Amount: $111.00
V58927 ALL CITY MANAGEMENT SERVICES INC 04/18/2025 6604 110212132 CRSNG GRDS 3/16-3/29 $3,431.25 ALL CITY MANAGEMENT SERVICES INC Total Check Amount: $3,431.25 V58928 ALL TRAFFIC SOLUTIONS 04/18/2025 27984 110212132 24/25 TRAFFIC SUITE $3,000.00 Apr 17, 2025 5 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
ALL TRAFFIC SOLUTIONS Total Check Amount: $3,000.00
V58929 ALTERNATIVE HOSE, INC. 04/18/2025 18488 480515161 HOSE ASSEMBLY $70.24 ALTERNATIVE HOSE, INC. Total Check Amount: $70.24
V58930 ARC IMAGING RESOURCES 04/18/2025 23273 110141441 PLOTTER PAPER $642.74 ARC IMAGING RESOURCES Total Check Amount: $642.74
V58931 ASBURY ENVIRONMENTAL SERVICES 04/18/2025 9144 480515161 OIL DISPOSAL $137.00 ASBURY ENVIRONMENTAL SERVICES Total Check Amount: $137.00 V58932 B & M LAWN AND GARDEN CENTER 04/18/2025 4699 110222221 CHAINSAW PARTS $91.48 B & M LAWN AND GARDEN CENTER Total Check Amount: $91.48 V58933 BEST LAWN MOWER SERVICE 04/18/2025 16230 480515161 CARBURETOR $83.34 04/18/2025 16230 480515161 TRIMMER HEADS $222.90
BEST LAWN MOWER SERVICE Total Check Amount: $306.24
V58934 BREA DISPOSAL, INC 04/18/2025 3330 440515122 FEB 2025 RES TONNAGE $69,776.61 BREA DISPOSAL, INC Total Check Amount: $69,776.61
V58935 BUCKNAM INFRASTRUCTURE GROUP,
INC
04/18/2025 23775 260515121 BIENNIAL PMP UPDATE $23,331.43 BUCKNAM INFRASTRUCTURE GROUP, INC Total Check Amount: $23,331.43 V58936 CALIFORNIA FORENSIC PHLEBOTOMY
INC.
04/18/2025 4488 110212131 PHLEB SVCS MAR 2025 $1,674.00 CALIFORNIA FORENSIC PHLEBOTOMY INC. Total Check Amount: $1,674.00 V58937 CANNINGS ACE HARDWARE 04/18/2025 15828 480515161 BOLTS $9.13 04/18/2025 15828 480515161 PIPE ADAPTERS $16.23
CANNINGS ACE HARDWARE Total Check Amount: $25.36
V58938 CHANDLER ASSET MANAGEMENT, INC. 04/18/2025 4375 875141424 INV MGMT SVCS MAR25 $45.56 04/18/2025 4375 930141424 INV MGMT SVCS MAR25 $6,383.33 04/18/2025 4375 902009100 INV MGMT SVCS MAR25 $206.32
CHANDLER ASSET MANAGEMENT, INC. Total Check Amount: $6,635.21 V58939 CORELOGIC 04/18/2025 25542 280323215 REAL EST LSTING MAR25 $185.00 CORELOGIC Total Check Amount: $185.00
V58940 CSG CONSULTANTS 04/18/2025 25540 110000000 INSP SVCS DEC/JAN25 ($2,915.00) 04/18/2025 25540 110000000 INSP SVCS FEB25 ($4,472.50)
04/18/2025 25540 110000000 PLAN CHECK SVCS FEB25 ($571.00) 04/18/2025 25540 84032324I INHS BLDG SVCSDEC/JAN $12,220.00 04/18/2025 25540 110000000 INHSE BLDG SVCS DEC24 ($4,280.00) 04/18/2025 25540 110000000 PLAM CHECK SVCS FEB25 $136.00 04/18/2025 25540 110323242 INSP SVCS FEB25 $130.00
04/18/2025 25540 84032324P PLAN CHECK SVCS FEB25 $10,411.00 04/18/2025 25540 110000000 INHS BLDG SVCSDEC/JAN ($3,132.50) 04/18/2025 25540 110323242 INHS BLDG SVCSDEC/JAN $32.50 Apr 17, 2025 6 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58940 CSG CONSULTANTS 04/18/2025 25540 110323242 INHSE BLDG SVCS DEC24 $195.00 04/18/2025 25540 84032324I INHSE BLDG SVCS DEC24 $18,525.00 04/18/2025 25540 84032324I INSP SVCS DEC/JAN25 $10,725.00 04/18/2025 25540 84032324I INSP SVCS FEB25 $20,897.50
04/18/2025 25540 84032324P PLAM CHECK SVCS FEB25 $464.00 CSG CONSULTANTS Total Check Amount: $58,365.00
V58941 DANIELS TIRE SERVICE 04/18/2025 3133 480515161 CREDIT ($55.00) 04/18/2025 3133 480515161 TIRES $8,787.38
DANIELS TIRE SERVICE Total Check Amount: $8,732.38
V58942 EQUIPMENT DIRECT INC 04/18/2025 4522 420515131 SAFETY GEAR $406.89 EQUIPMENT DIRECT INC Total Check Amount: $406.89
V58943 EXPENSE REDUCTION ANALYSTS, INC 04/18/2025 33264 110515111 MARCH 2025 REPORT $1,330.00 04/18/2025 33264 420515171 MARCH 2025 REPORT $600.00
04/18/2025 33264 430515123 MARCH 2025 REPORT $312.00
04/18/2025 33264 110515141 MARCH 2025 REPORT $150.00
04/18/2025 33264 110515144 MARCH 2025 REPORT $624.00
04/18/2025 33264 420515131 MARCH 2025 REPORT $2,600.00
04/18/2025 33264 430515171 MARCH 2025 REPORT $624.00
EXPENSE REDUCTION ANALYSTS, INC Total Check Amount: $6,240.00 V58944 ALYSSA RAE FELIPE 04/18/2025 32809 110404215 PERSONAL TRAINER $51.60 ALYSSA RAE FELIPE Total Check Amount: $51.60
V58945 FLAGSHIP DESIGN GROUP, INC. 04/18/2025 32818 110404211 ADULT SPORT SHIRTS $3,655.42 FLAGSHIP DESIGN GROUP, INC. Total Check Amount: $3,655.42 V58946 FUSCOE ENGINEERING, INC. 04/18/2025 18052 840141412 WQMP PLAN CHECK FEB25 $2,110.00 FUSCOE ENGINEERING, INC. Total Check Amount: $2,110.00
V58947 STACY GARCIA 04/18/2025 31680 110212122 MILEAGE MARCH 2025 $17.22 STACY GARCIA Total Check Amount: $17.22
V58948 GABRIEL HANNAH 04/18/2025 17533 110404424 UMPIRE FEES 4/7/25 $111.00 GABRIEL HANNAH Total Check Amount: $111.00
V58949 CHRISTOPHER M HARVEY 04/18/2025 10364 110212111 CRIT CONSIDRTN-POLICE $86.00 CHRISTOPHER M HARVEY Total Check Amount: $86.00
V58950 HCI SYSTEMS INC 04/18/2025 25112 110515125 SPRINKLER INSP PS2 $1,005.00 04/18/2025 25112 490515151 FIRE ALARM INSP CCC $3,385.00 04/18/2025 25112 490515151 SPRINKLER INSP BCC $847.00
04/18/2025 25112 490515151 SPRINKLER INSP MAINT $800.00 04/18/2025 25112 490515151 FIRE ALARM INSP FS3 $575.00
04/18/2025 25112 490515151 KITCHEN HOOD INSP BCC $847.00 04/18/2025 25112 490515151 SPRINKLER INSP SR CTR $925.00 Apr 17, 2025 7 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58950 HCI SYSTEMS INC 04/18/2025 25112 110515125 FIRE ALARM INSP PS2 $1,000.00 04/18/2025 25112 490515151 FIRE ALARM INSP BCC $3,567.00 04/18/2025 25112 490515151 SPRINKLER INSP CCC $847.00
04/18/2025 25112 490515151 SPRINKLER INSP FS3 $575.00
04/18/2025 25112 490515151 SPRINKLER INSP FS4 $850.00
HCI SYSTEMS INC Total Check Amount: $15,223.00
V58951 HOLLY ELECTRIC INC. 04/18/2025 27530 343515112 REPAIR LIGHT $320.81 HOLLY ELECTRIC INC. Total Check Amount: $320.81
V58952 INLAND ROUNDBALL OFFICIALS INC. 04/18/2025 31906 110404424 REFEREE FEES 4/3-4/8 $570.00 INLAND ROUNDBALL OFFICIALS INC. Total Check Amount: $570.00 V58953 INTERWEST CONSULTING GROUP, INC. 04/18/2025 28473 510707631 CIP MGMT SVCS MAR25 $3,190.00 04/18/2025 28473 510707251 CIP MGMT SVCS FEB25 $6,700.00 04/18/2025 28473 510707251 CIP MGMT SVCS MAR25 $6,550.00 04/18/2025 28473 510707329 CIP MGMT SVCS MAR25 $10,040.00 04/18/2025 28473 510707978 CIP MGMT SVCS FEB25 $200.00
04/18/2025 28473 84051517P PLAN CHECK SVCS MAR25 $459.00 04/18/2025 28473 510707329 CIP MGMT SVCS FEB25 $16,830.00 04/18/2025 28473 84051517P PLAN CHECK SVCS FEB25 $3,825.00 04/18/2025 28473 510707251 CIP MGMT SVCS JAN25 $2,000.00 04/18/2025 28473 510707251 CPSI FEB25 $150.00
04/18/2025 28473 510707476 CIP MGMT SVCS FEB25 $1,110.00 04/18/2025 28473 510707476 CIP MGMT SVCS MAR25 $1,045.00 04/18/2025 28473 510707631 CIP MGMT SVCS FEB25 $660.00
INTERWEST CONSULTING GROUP, INC. Total Check Amount: $52,759.00 V58954 JACKSON'S AUTO SUPPLY/NAPA 04/18/2025 32626 480515161 AUTO SUPPLIES MAR25 $5,717.83 JACKSON'S AUTO SUPPLY/NAPA Total Check Amount: $5,717.83 V58955 KELLY SPICERS STORES 04/18/2025 31267 110141441 PAPER $115.04 KELLY SPICERS STORES Total Check Amount: $115.04
V58956 JASON ANTHONY KILLEBREW 04/18/2025 31716 110323231 TRAINING REIMB $68.39 04/18/2025 31716 110111143 TRAINING REIMB $172.64
JASON ANTHONY KILLEBREW Total Check Amount: $241.03
V58957 KIMLEY-HORN AND ASSOCIATES, INC. 04/18/2025 26302 510707306 57/IMP SB ORPID JAN25 $2,307.50 04/18/2025 26302 510707306 57/IMP PSR-PSD FEB25 $14,092.27 04/18/2025 26302 510707306 57/IMP PSR-PSD JAN25 $46,609.85 04/18/2025 26302 510707306 57/IMP SB ORPID FEB25 $5,920.00 KIMLEY-HORN AND ASSOCIATES, INC. Total Check Amount: $68,929.62 V58958 KREUZER CONSULTING GROUP 04/18/2025 22072 510707251 PROF ENGG SVCS JAN25 $4,381.00 KREUZER CONSULTING GROUP Total Check Amount: $4,381.00
Apr 17, 2025 8 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58959 KWIK KLEEN 04/18/2025 23771 480515161 PARTS WASHER SVC 3/27 $197.00 KWIK KLEEN Total Check Amount: $197.00
V58960 L.N. CURTIS & SONS 04/18/2025 1053 110222221 UNIFORMS $8,762.55 04/18/2025 1053 174222225 UNIFORMS $199.61
L.N. CURTIS & SONS Total Check Amount: $8,962.16
V58961 LEHR 04/18/2025 26035 480515161 CAGE INSTALL-993 $2,660.00 04/18/2025 26035 480515161 VEHICLE STRIP-991 $840.00
LEHR Total Check Amount: $3,500.00
V58962 LHO SAN DIEGO ONE LESSEE, INC 04/18/2025 33227 110212111 FINAL DEP-SPRING EVNT $2,626.72 LHO SAN DIEGO ONE LESSEE, INC Total Check Amount: $2,626.72 V58963 LIBERTY PAINTING & RESTORATION,
INC
04/18/2025 25899 343515112 LIGHT POLE REPAIR $320.00
LIBERTY PAINTING & RESTORATION, INC Total Check Amount: $320.00 V58964 LIEBERT CASSIDY WHITMORE 04/18/2025 2489 110141481 PROF SVCS 00001 OCT24 $450.00 LIEBERT CASSIDY WHITMORE Total Check Amount: $450.00
V58965 LIFE-ASSIST, INC. 04/18/2025 10530 174222222 PM SUPPLIES FS1 $8.92 LIFE-ASSIST, INC. Total Check Amount: $8.92
V58966 MARY E LOGUE 04/18/2025 16039 110212121 TRAINING MILEAGE $145.60 MARY E LOGUE Total Check Amount: $145.60
V58967 LOS ANGELES TRUCK CENTERS, LLC 04/18/2025 7300 480515161 RADIATOR REPAIR $3,603.25 LOS ANGELES TRUCK CENTERS, LLC Total Check Amount: $3,603.25 V58968 TINA M MEYER 04/18/2025 12786 110212133 TRAINING MILEAGE $57.26 TINA M MEYER Total Check Amount: $57.26
V58969 PRINT & FINISHING SOLUTIONS 04/18/2025 21135 110141441 CREDIT ($315.00) 04/18/2025 21135 110141441 PAPER CUTTER MNT $975.00
PRINT & FINISHING SOLUTIONS Total Check Amount: $660.00 V58970 PTS COMMUNICATIONS, INC. 04/18/2025 31947 475141471 7147920398 APR 2025 $75.00 PTS COMMUNICATIONS, INC. Total Check Amount: $75.00
V58971 QUARTECH CORRECTIONS LLC 04/18/2025 29933 950000000 ILJAOC OCJUVPET MAR25 $4,125.00 04/18/2025 29933 950000000 ILJAOC IP SUPP MAR25 $10,000.00 04/18/2025 29933 951000000 ILJAOC PCDEC MAR25 $6,412.50 QUARTECH CORRECTIONS LLC Total Check Amount: $20,537.50 V58972 SIGNARAMA OF ANAHEIM 04/18/2025 12440 110515141 CITY HLL-SIGN LETTERS $316.88 SIGNARAMA OF ANAHEIM Total Check Amount: $316.88
V58973 SITEONE LANDSCAPE SUPPLY, LLC 04/18/2025 25942 110515141 IRRIGATION SUPPLIES $188.56 SITEONE LANDSCAPE SUPPLY, LLC Total Check Amount: $188.56 V58974 SPECTRUM GAS PRODUCTS, INC. 04/18/2025 16060 174222222 OXYGEN $189.00 04/18/2025 16060 110222221 HYDROTEST $33.00
04/18/2025 16060 174222225 OXYGEN TANK RENTAL $57.00
Apr 17, 2025 9 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
SPECTRUM GAS PRODUCTS, INC. Total Check Amount: $279.00 V58975 STAR AUTO SERVICE 04/18/2025 20886 480515161 WHEEL ALIGNMENT $90.00 STAR AUTO SERVICE Total Check Amount: $90.00
V58976 STERICYCLE, INC. 04/18/2025 11925 110111161 DOC SHRED FEB/MAR25 $10.66 04/18/2025 11925 470141483 DOC SHRED FEB/MAR25 $10.66
04/18/2025 11925 110212122 DOC SHRED FEB/MAR25 $199.39
STERICYCLE, INC. Total Check Amount: $220.71
V58977 STEVE A. FILARSKY, ATTORNEY-ATLAW 04/18/2025 31186 110141481 PROF LEGAL SVCS MAR25 $6,212.50 STEVE A. FILARSKY, ATTORNEY-AT-LAW Total Check Amount: $6,212.50 V58978 SUPERIOR ALARM SYSTEMS 04/18/2025 11074 110404211 BCC ALARM

PROGRAMMING
$49.00
04/18/2025 11074 110404211 ALARM MONITORING BCC $210.00 SUPERIOR ALARM SYSTEMS Total Check Amount: $259.00
V58979 TERRY'S TESTING, INC. 04/18/2025 9217 110515143 BACKFLOW RE-TESTING $440.00 TERRY'S TESTING, INC. Total Check Amount: $440.00
V58980 THOMSON REUTERS - WEST 04/18/2025 22020 110212121 CLR LAW ENF+ENT MAR25 $590.88 THOMSON REUTERS - WEST Total Check Amount: $590.88
V58981 TURBO DATA SYSTEMS, INC. 04/18/2025 1472 110212122 HH TPM LEASE MAR25 $312.48 TURBO DATA SYSTEMS, INC. Total Check Amount: $312.48
V58982 UKG KRONOS SYSTEMS LLC 04/18/2025 22688 475141471 TELESTAFF MIGRATION $752.67 UKG KRONOS SYSTEMS LLC Total Check Amount: $752.67
V58983 URBAN HABITAT 04/18/2025 32833 510707978 AROV MOD PP#10 FEB25 $652,766.91 URBAN HABITAT Total Check Amount: $652,766.91
V58984 US BANK XX0338 CITY MGR 04/18/2025 24704 902009100 MGMT SVS CAL CARDS $110.93 04/18/2025 24704 110111111 MGMT SVS CAL CARDS $6,319.99 04/18/2025 24704 110111143 MGMT SVS CAL CARDS $247.16
US BANK XX0338 CITY MGR Total Check Amount: $6,678.08
V58985 US BANK XX0312 HR 04/18/2025 24776 110 CALCARD-HR 032425 $40.59 04/18/2025 24776 110141481 CALCARD-HR 032425 $670.27
04/18/2025 24776 470141483 CALCARD-HR 032425 $195.82
US BANK XX0312 HR Total Check Amount: $906.68
V58988 US BANK XX0593 COMM SVC 04/18/2025 24777 110404211 CALCARD-AC-032425 $55.29 04/18/2025 24777 110404217 CALCARD-JS-032425 $973.70
04/18/2025 24777 110404311 CALCARD COMMSVC S.TAX $51.43 04/18/2025 24777 110404311 CALCARD-NA-032425 $1,000.23
04/18/2025 24777 110404421 CALCARD-EF-032425 $180.00
04/18/2025 24777 110404421 CALCARD-KS-032425 $123.54
04/18/2025 24777 110404421 CALCARD-SS-032425 $70.43
Apr 17, 2025 10 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58988 US BANK XX0593 COMM SVC 04/18/2025 24777 110404425 CALCARD-AU-032425 $38.89 04/18/2025 24777 110404521 CALCARD-AM-032425 $3,558.10
04/18/2025 24777 110404542 CALCARD COMMSVC S.TAX $27.13 04/18/2025 24777 181404250 CALCARD-HE-032425 $102.34
04/18/2025 24777 110323231 CALCARD-CH-032425 $136.46
04/18/2025 24777 110404211 CALCARD-MM-032425 $391.98
04/18/2025 24777 110404211 CALCARD-NA-032425 $201.13
04/18/2025 24777 110404215 CALCARD-DA-032425 $2,164.54
04/18/2025 24777 110404311 CALCARD-CH-032425 $706.37
04/18/2025 24777 110404311 CALCARD-SM-032425 $2,066.74
04/18/2025 24777 110404425 CALCARD-SS-032425 $862.89
04/18/2025 24777 110404521 CALCARD CREDIT-AM ($60.00)
04/18/2025 24777 110404521 CALCARD-NG-032425 $156.00
04/18/2025 24777 110404542 CALCARD-HH-032425 $274.95
04/18/2025 24777 233404523 CALCARD-VU-032425 $1,117.72
04/18/2025 24777 110 CALCARD COMMSVC S.TAX ($92.51)
04/18/2025 24777 110 CALCARDS-032425-SM $11.00
04/18/2025 24777 110404224 CALCARD-SS-032425 $232.44
04/18/2025 24777 110404311 CALCARD-BH-032425 $32.97
04/18/2025 24777 110404311 CALCARD-HE-032425 $63.49
04/18/2025 24777 110404311 CALCARD-LN-032425 $637.93
04/18/2025 24777 110404421 CALCARD COMMSVC S.TAX $13.95 04/18/2025 24777 110404421 CALCARD-AR-032425 $469.48
04/18/2025 24777 110404421 CALCARD-JS-032425 $62.25
04/18/2025 24777 110404521 CALCARD-FL-032425 $931.97
04/18/2025 24777 110404542 CALCARD-EF-032425 $885.90
04/18/2025 24777 110404542 CALCARD-KK-032425 $773.18
04/18/2025 24777 110404211 CALCARD-HE-032425 $48.15
04/18/2025 24777 110404211 CALCARD-LN-032425 $22.22
04/18/2025 24777 110404215 CALCARD-AC-032425 $182.90
04/18/2025 24777 110404215 CALCARD-AU-032425 $199.00
04/18/2025 24777 110404424 CALCARD-BH-032425 $34.47
04/18/2025 24777 110404424 CALCARD-TV-032425 $54.87
04/18/2025 24777 110404426 CALCARD-BH-032425 $64.44
04/18/2025 24777 110404429 CALCARD-JS-032425 $541.66
04/18/2025 24777 110404429 CALCARD-MM-032425 $716.28
04/18/2025 24777 110404521 CALCARD-RM-032425 $252.64
Apr 17, 2025 11 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58988 US BANK XX0593 COMM SVC 04/18/2025 24777 110404521 CALCARD-TT-032425 $4,470.04 04/18/2025 24777 110404541 CALCARD-KF-032425 $65.97
04/18/2025 24777 110404541 CALCARD-NA-032425 $1,063.13
04/18/2025 24777 110404542 CALCARD-KH-032425 $5.37
US BANK XX0593 COMM SVC Total Check Amount: $25,943.05
V58989 US BANK XX0502 COMM & MKTG 04/18/2025 24778 110111152 CALCARDS-0325DF $22.99 04/18/2025 24778 110111111 CALCARDS-0325LP $509.63
04/18/2025 24778 110111143 CALCARDS-0325LP $1,969.42
04/18/2025 24778 110111151 CALCARDS-0325AM $73.68
04/18/2025 24778 110111151 CALCARDS-0325LP $14.00
04/18/2025 24778 110111152 CALCARDS-0325AC $250.00
04/18/2025 24778 110111152 CALCARDS-0325AM $250.00
US BANK XX0502 COMM & MKTG Total Check Amount: $3,089.72 V58990 US BANK XX0353 COMM DEV 04/18/2025 24779 110111143 CALCARD CD/PL/BS 3/25 $2,922.86 04/18/2025 24779 110 CALCARD CD/PL/BS 3/25 $105.26
04/18/2025 24779 110111111 CALCARD CD/PL/BS 3/25 $391.62 04/18/2025 24779 110212111 CALCARD CD/PL/BS 3/25 $52.99 04/18/2025 24779 110323231 CALCARD CD/PL/BS 3/25 $126.46 04/18/2025 24779 110323212 CALCARD CD/PL/BS 3/25 $832.83 04/18/2025 24779 110323241 CALCARD CD/PL/BS 3/25 $1,495.00 US BANK XX0353 COMM DEV Total Check Amount: $5,927.02
V58991 US BANK XX0270 ADMIN SVCS 04/18/2025 24781 110111161 CITY CLERK $2,516.15 04/18/2025 24781 110111143 CALCARDS-ADMIN 032425 $39.27 04/18/2025 24781 110111143 CITY CLERK $8.28
04/18/2025 24781 490515151 CALCARDS-ADMIN 032425 $309.54 04/18/2025 24781 110 CALCARDS-ADMIN 032425 $19.53
04/18/2025 24781 960000000 CALCARDS-ADMIN 032425 $450.00 04/18/2025 24781 110141431 CALCARDS-ADMIN 032425 $44.87 04/18/2025 24781 110141441 CALCARDS-ADMIN 032425 $844.45 US BANK XX0270 ADMIN SVCS Total Check Amount: $4,232.09 V58993 US BANK XX0650 FIRE 04/18/2025 24782 110222213 CALCARDS-FIRE 032425 $1,092.53 04/18/2025 24782 110222221 CALCARDS-S.TAX 032425 $17.83 04/18/2025 24782 110 CALCARDS-FIRE S.TAX ($46.27)
04/18/2025 24782 110222211 CALCARDS-S.TAX 032425 $25.96 04/18/2025 24782 110222223 CALCARDS-FIRE 032425 $1,582.64 04/18/2025 24782 110222211 CALCARDS-FIRE 032425 $978.26 04/18/2025 24782 110222221 CALCARDS-FIRE 032425 $1,389.75 Apr 17, 2025 12 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58993 US BANK XX0650 FIRE 04/18/2025 24782 110 CALCARDS-S.TAX 032425 ($43.79) 04/18/2025 24782 110222231 CALCARDS-FIRE 032425 $2,338.67 04/18/2025 24782 110222231 CALCARDS-FIRE S.TAX $46.27
04/18/2025 24782 174222222 CALCARDS-FIRE 032425 $744.00 04/18/2025 24782 480515161 CALCARDS-FIRE 032425 $98.51
US BANK XX0650 FIRE Total Check Amount: $8,224.36
V58994 US BANK XX0346 IT 04/18/2025 24783 110515125 CALCARDS-IT 032425 $202.34 04/18/2025 24783 110222223 CALCARDS-IT 032425 $29.98
04/18/2025 24783 280323215 CALCARDS-IT 032425 $25.00
04/18/2025 24783 460141474 CALCARDS-IT 032425 $2,350.13 04/18/2025 24783 475141471 CALCARDS-IT 032425 $2,426.62 04/18/2025 24783 110 CALCARDS-IT 032425 $257.74
US BANK XX0346 IT Total Check Amount: $5,291.81
V58997 US BANK XX0221 PW 04/18/2025 24784 110222221 CALCARDS-PW 032425 $115.15 04/18/2025 24784 344 CALCARDS PW S.TAX ($93.00)
04/18/2025 24784 430515123 CALCARDS-PW 032425 $72.04
04/18/2025 24784 110 CALCARDS PW S.TAX ($5.26)
04/18/2025 24784 110 CALCARDS-PW 032425 $55.00
04/18/2025 24784 110212121 CALCARDS-PW 032425 $63.72
04/18/2025 24784 110515125 CALCARDS-PW 032425 $876.12
04/18/2025 24784 110515143 CALCARDS-PW 032425 $165.22
04/18/2025 24784 344515112 CALCARDS PW S.TAX $93.00
04/18/2025 24784 344515112 CALCARDS-PW 032425 $1,199.94 04/18/2025 24784 420515131 CALCARDS-PW 032425 $7,957.36 04/18/2025 24784 490515151 CALCARDS-PW 032425 $2,356.35 04/18/2025 24784 410515124 CALCARDS-PW 032425 $22.22
04/18/2025 24784 480515161 CALCARDS-PW 032425 $5,711.77 04/18/2025 24784 110515121 CALCARDS PW S.TAX $5.26
04/18/2025 24784 110515121 CALCARDS-PW 032425 $559.88
04/18/2025 24784 110515141 CALCARDS-PW 032425 $510.92
04/18/2025 24784 110515144 CALCARDS-PW 032425 $47.29
04/18/2025 24784 360515145 CALCARDS-PW 032425 $987.48
04/18/2025 24784 410515132 CALCARDS-PW 032425 $15.14
US BANK XX0221 PW Total Check Amount: $20,715.60
V58999 US BANK XX0544 POLICE 04/18/2025 24785 110212122 CALCARDS-032425-POL $149.14 04/18/2025 24785 110212133 CALCARDS-032425-POL $2,476.97 04/18/2025 24785 234212143 CALCARDS-032425-POL $4,273.16 Apr 17, 2025 13 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V58999 US BANK XX0544 POLICE 04/18/2025 24785 480515161 CALCARDS-032425-POL $702.10 04/18/2025 24785 110111143 CALCARDS-032425-POL $37.40
04/18/2025 24785 110141481 CALCARDS-032425-POL $7.04
04/18/2025 24785 110212121 CALCARDS-032425-POL $3,893.51 04/18/2025 24785 110212131 CALCARDS-032425-POL $806.03
04/18/2025 24785 110212134 CALCARDS-032425-POL $940.03
04/18/2025 24785 172212131 CALCARDS-032425-POL $4,818.01 04/18/2025 24785 110 CAL CARDS-032425-POL $898.00
04/18/2025 24785 110111111 CALCARDS-032425-POL $37.40
04/18/2025 24785 110212111 CALCARDS-032425-POL $10,984.31 04/18/2025 24785 110212132 CALCARDS-032425-POL $3,953.05 04/18/2025 24785 110212141 CALCARDS-032425-POL $1,083.10 US BANK XX0544 POLICE Total Check Amount: $35,059.25
V59000 US BANK XX3401 PW- ADMIN 04/18/2025 24786 440 CALCARDS-PWADM 032425 $991.96 04/18/2025 24786 410515132 CALCARDS-PWADM 032425 $324.00 04/18/2025 24786 110515111 CALCARDS-PWADM 032425 $80.54 US BANK XX3401 PW- ADMIN Total Check Amount: $1,396.50
V59001 VALLEY POWER SYSTEMS, INC. 04/18/2025 16506 480515161 BELT TENSIONER $431.82 VALLEY POWER SYSTEMS, INC. Total Check Amount: $431.82
V59002 FRANCESCA GIULIANA VIVANTI 04/18/2025 32128 440515122 MILEAGE APRIL 2025 $30.80 FRANCESCA GIULIANA VIVANTI Total Check Amount: $30.80
V59003 WAXIE SANITARY SUPPLY 04/18/2025 3332 490515151 JANITORIAL SUPPLIES $5,090.19 WAXIE SANITARY SUPPLY Total Check Amount: $5,090.19
V59004 WEST COAST ARBORISTS, INC. 04/18/2025 1556 110515142 TREE MNT 3/16-3/31 $2,932.16 04/18/2025 1556 410515124 TREE & STUMP REMOVAL $17,911.25 04/18/2025 1556 110515142 TREE MNT MD7 316-331 $441.30
WEST COAST ARBORISTS, INC. Total Check Amount: $21,284.71 V59005 WEST COAST SAND & GRAVEL, INC. 04/18/2025 11519 420515131 CRUSH AGGREGATE BASE $836.08 WEST COAST SAND & GRAVEL, INC. Total Check Amount: $836.08 V59006 WILLDAN ENGINEERING 04/18/2025 12445 510707476 INSP SVCS THRU 1/31 $5,848.00 04/18/2025 12445 84051517I INSP SVCS THRU 2/28 $17,700.00 04/18/2025 12445 510707476 CM/INSP SVCS THR 2/28 $555.75 04/18/2025 12445 510707483 PROF SVCS FEB25 $2,731.80
04/18/2025 12445 110000000 INSP SVCS THRU 2/28 ($1,652.00) 04/18/2025 12445 110515171 INSP SVCS THRU 2/28 $408.00
04/18/2025 12445 510707251 INSP SVCS THRU 2/28 $5,440.00 WILLDAN ENGINEERING Total Check Amount: $31,031.55
V59007 WILLDAN FINANCIAL SERVICES 04/18/2025 23058 890141431 CONT DISC CFD 1997-1 $1,350.00 Apr 17, 2025 14 of 15 5:19:14 PM
City Disbursement Register
Between Apr 14, 2025 12:00 AM and Apr 18, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V59007 WILLDAN FINANCIAL SERVICES 04/18/2025 23058 875141431 CONT DISC CFD 2008-2 $1,350.00 WILLDAN FINANCIAL SERVICES Total Check Amount: $2,700.00 V59008 SARA L. WOODWARD 04/18/2025 26083 110212122 MILEAGE MARCH 2025 $86.10 SARA L. WOODWARD Total Check Amount: $86.10
Voucher Subtotal $1,220,223.81
TOTAL $1,580,535.20
Apr 17, 2025 15 of 15 5:19:14 PM
City Disbursement Register
Between Apr 21, 2025 12:00 AM and Apr 25, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
197879 AGILE OCCUPATIONAL MEDICINE PC 04/25/2025 32405 110141481 HR MED SVCS APR25 $972.00 AGILE OCCUPATIONAL MEDICINE PC Total Check Amount: $972.00 197880 AT&T LONG DISTANCE 04/25/2025 1737 475141471 807751441 4/3-5/2 $63.48 AT&T LONG DISTANCE Total Check Amount: $63.48
197881 BREA MALL 04/25/2025 14558 110515121 RING ROAD MNT $445.00 BREA MALL Total Check Amount: $445.00
197882 COAST EMS, LLC 04/25/2025 33267 174222225 AMBULANCE SUPPLIES $516.88 COAST EMS, LLC Total Check Amount: $516.88
197883 COUNTY OF ORANGE 04/25/2025 4799 110212122 AFIS FEES $1,441.00 COUNTY OF ORANGE Total Check Amount: $1,441.00
197884 CRASH CHAMPIONS-BREA 04/25/2025 31635 480515161 DENT REPAIR $360.00 04/25/2025 31635 480515161 LADDER REPAIR $1,040.93
CRASH CHAMPIONS-BREA Total Check Amount: $1,400.93
197885 DELTA T HVAC, INC. 04/25/2025 28265 490515151 HVAC REPAIR $300.00 DELTA T HVAC, INC. Total Check Amount: $300.00
197886 DENNIS GRUBB & ASSOCIATES 04/25/2025 32461 84022223P PLAN CHECK SVCS MAR25 $365.75 04/25/2025 32461 110000000 PLAN CHECK SVCS MAR25 ($22.00) DENNIS GRUBB & ASSOCIATES Total Check Amount: $343.75
197887 DEPARTMENT OF JUSTICE 04/25/2025 13406 110141481 FINGERPRNT APPS MAR25 $865.00 DEPARTMENT OF JUSTICE Total Check Amount: $865.00
197888 DONNOE & ASSOCIATES, INC. 04/25/2025 14314 110141481 POLICE SERGEANT EXAM $410.00 DONNOE & ASSOCIATES, INC. Total Check Amount: $410.00
197889 SOUTHERN CALIFORNIA EDISON 04/25/2025 3343 110515144 ELECTRICITY MAR/APR25 $2,546.73 04/25/2025 3343 360515145 ELECTRICITY MAR/APR25 $1,190.45 04/25/2025 3343 110515143 ELECTRICITY MAR/APR25 $11.92
04/25/2025 3343 110515121 ELECTRICITY MAR/APR25 $7,956.16 04/25/2025 3343 110515141 ELECTRICITY MAR/APR25 $2,818.79 04/25/2025 3343 110515148 ELECTRICITY MAR/APR25 $18.82
SOUTHERN CALIFORNIA EDISON Total Check Amount: $14,542.87 197890 EMPLOYMENT DEVELOPMENT DEPT 04/25/2025 7464 110 616106806 041825 PR $100.00 EMPLOYMENT DEVELOPMENT DEPT Total Check Amount: $100.00 197891 EVERNORTH CARE SOLUTIONS, INC. 04/25/2025 32734 110141481 EAP SVCS MAY 2025 $1,180.96 EVERNORTH CARE SOLUTIONS, INC. Total Check Amount: $1,180.96 197892 FT SHADEWORKS 04/25/2025 31522 490515151 CCC COMA/B SHADE INST $5,058.76 FT SHADEWORKS Total Check Amount: $5,058.76
197893 FRONTIER COMMUNICATIONS 04/25/2025 26183 475141471 PHONE CHGS 4/7-5/6 $58.76 FRONTIER COMMUNICATIONS Total Check Amount: $58.76
197894 G & G TROPHY CO. 04/25/2025 1709 110404424 YTH BASKETBALL MEDALS $741.54 Apr 23, 2025 1 of 7 11:02:41 PM
City Disbursement Register
Between Apr 21, 2025 12:00 AM and Apr 25, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
G & G TROPHY CO. Total Check Amount: $741.54
197895 GAIL MATERIALS 04/25/2025 20339 110515144 INFIELD MIX SP $139.30 GAIL MATERIALS Total Check Amount: $139.30
197896 GARDEN GROVE KIA 04/25/2025 33441 480515161 2023 KIA CARNIVAL LX $38,520.17 GARDEN GROVE KIA Total Check Amount: $38,520.17
197897 THE GAS COMPANY 04/25/2025 3749 420515131 GAS MAR/APR 2025 $14.30 04/25/2025 3749 490515151 GAS MAR/APR 2025 $5,863.74
THE GAS COMPANY Total Check Amount: $5,878.04
197898 GMS ELEVATOR SERVICES, INC. 04/25/2025 29109 490515151 ELEVATOR SERVICE $398.00 GMS ELEVATOR SERVICES, INC. Total Check Amount: $398.00 197899 HOLLYDALE MOBILE ESTATES 04/25/2025 29393 270323218 SENIOR SUBSIDY MAY25 $254.00 HOLLYDALE MOBILE ESTATES Total Check Amount: $254.00
197900 HYDROPRO SOLUTIONS 04/25/2025 31845 420515131 METERS $11,975.62 HYDROPRO SOLUTIONS Total Check Amount: $11,975.62
197901 IACP-INTL ASSOC OF CHIEFS OF
POLICE
04/25/2025 13454 110212111 2025 MEMBERSHIP DUES $270.00 IACP-INTL ASSOC OF CHIEFS OF POLICE Total Check Amount: $270.00 197902 JOHN ROBINSON CONSULTING, INC. 04/25/2025 33301 420515131 BACKFLOW SUPPORT $6,300.00 JOHN ROBINSON CONSULTING, INC. Total Check Amount: $6,300.00 197903 LAKE PARK BREA LP 04/25/2025 5289 270323218 SENIOR SUBSIDY MAY25 $508.00 LAKE PARK BREA LP Total Check Amount: $508.00
197904 WILLIAM D. MADDEN 04/25/2025 32206 110323231 PLAN COMM MTG 3/11 $50.00 04/25/2025 32206 110323231 PLAN COMM MTG 3/25 $50.00
WILLIAM D. MADDEN Total Check Amount: $100.00
197905 MOORE FLOORING, INC. 04/25/2025 29107 490515151 FLOORING REPAIR $6,303.00 MOORE FLOORING, INC. Total Check Amount: $6,303.00
197906 MUZEO MUSEUM AND CULTURAL
CENTER
04/25/2025 32939 110404541 STAFF FOR INTERACTIVE $1,100.00 MUZEO MUSEUM AND CULTURAL CENTER Total Check Amount: $1,100.00 197907 NEON ONE - ARTS PEOPLE 04/25/2025 31922 110404542 TICKET FEES MAR 2025 $108.64 NEON ONE - ARTS PEOPLE Total Check Amount: $108.64
197908 ORANGE VILLA SENIOR APARTMENTS 04/25/2025 29394 270323218 SENIOR SUBSIDY MAY25 $254.00 ORANGE VILLA SENIOR APARTMENTS Total Check Amount: $254.00 197909 BLAKE SCOTT PEREZ 04/25/2025 32207 110323231 PLAN COMM MTG 3/25 $50.00 04/25/2025 32207 110323231 PLAN COMM MTG 3/11 $50.00
BLAKE SCOTT PEREZ Total Check Amount: $100.00
197910 PETTY CASH CUSTODIAN 04/25/2025 33468 110 PETTY CASH REIMB $109.84 PETTY CASH CUSTODIAN Total Check Amount: $109.84
197911 PRECISION WALLCOVERING &

PAINTING
04/25/2025 32792 181404250 WALLCOVERING

REPLCMNT
$5,520.00
Apr 23, 2025 2 of 7 11:02:41 PM
City Disbursement Register
Between Apr 21, 2025 12:00 AM and Apr 25, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
PRECISION WALLCOVERING & PAINTING Total Check Amount: $5,520.00 197912 PUENTE HILLS FORD 04/25/2025 25742 480515161 DEFLECTOR $176.46 04/25/2025 25742 480515161 SUSPENSION REPAIR $1,126.05
PUENTE HILLS FORD Total Check Amount: $1,302.51
197913 RESTORATION ENHANCEMENT 04/25/2025 33372 840000000 TRUST ACCT REFUND $3,795.99 RESTORATION ENHANCEMENT Total Check Amount: $3,795.99
197914 MELANIE SCHLOTTERBECK 04/25/2025 27608 110323231 PLAN COMM MTG 3/11 $50.00 04/25/2025 27608 110323231 PLAN COMM MTG 3/25 $50.00
MELANIE SCHLOTTERBECK Total Check Amount: $100.00
197915 SOUTHSTAR ENGINEERING &

CONSULTING
04/25/2025 32467 110515171 ENGG INSP MAR25 $3,750.00
04/25/2025 32467 510707978 ENGG INSP MAR25 $8,800.00
04/25/2025 32467 84051517I ENGG INSP MAR25 $21,450.00
SOUTHSTAR ENGINEERING & CONSULTING Total Check Amount: $34,000.00 197916 SPARKLETTS 04/25/2025 3001 110111161 COUNCIL MTGWTR MAR25 $57.54 SPARKLETTS Total Check Amount: $57.54
197917 SPARKLETTS 04/25/2025 3001 110141441 WTRDISP+BTTLS MAR25 $868.84 SPARKLETTS Total Check Amount: $868.84
197918 T-MOBILE 04/25/2025 25275 234212143 PHONE SVCS 3/12-3/20 $21.40 T-MOBILE Total Check Amount: $21.40
197919 TURNOUT MAINTENANCE COMPANY,
LLC
04/25/2025 19898 110222221 UNIFORM EMBROIDERY $435.90
TURNOUT MAINTENANCE COMPANY, LLC Total Check Amount: $435.90 197920 TYMCO, INC. 04/25/2025 33155 480515161 2025 STREET SWEEPER $515,524.50 TYMCO, INC. Total Check Amount: $515,524.50
197921 U.S. POSTAL SERVICE 04/25/2025 19260 110141441 ANNUAL PERMIT FEE8056 $350.00 U.S. POSTAL SERVICE Total Check Amount: $350.00
197922 UNITED PARCEL SERVICE 04/25/2025 3174 110141441 SHPPNG CHGS MAR25 $138.08 UNITED PARCEL SERVICE Total Check Amount: $138.08
197923 VENTURE SYSTEM GROUP INC 04/25/2025 29477 172212133 DATA/GRNDNG CNDCTRPD $2,989.31 VENTURE SYSTEM GROUP INC Total Check Amount: $2,989.31
197924 VERITIV OPERATING COMPANY 04/25/2025 26806 110141441 PAPER $2,295.18 VERITIV OPERATING COMPANY Total Check Amount: $2,295.18 197925 VERIZON CONNECT NWF, INC. 04/25/2025 25293 480515161 PW GPS SVC MAR 2025 $957.30 VERIZON CONNECT NWF, INC. Total Check Amount: $957.30
197926 WAYNE ELECTRIC CO. 04/25/2025 15062 480515161 ALTERNATOR $2,612.93 WAYNE ELECTRIC CO. Total Check Amount: $2,612.93
197927 XEROX CORPORATION 04/25/2025 3349 110141441 PRINT CHGS 2/20-3/20 $1,264.38 04/25/2025 3349 110141441 VR280 USAGE MAR25 $840.80
Apr 23, 2025 3 of 7 11:02:41 PM
City Disbursement Register
Between Apr 21, 2025 12:00 AM and Apr 25, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
XEROX CORPORATION Total Check Amount: $2,105.18
Check Subtotal $673,834.20
V59009 ADMINISTRATIVE & PROF 04/25/2025 3344 110 4010 APEA MEMB 041825 $552.00 ADMINISTRATIVE & PROF Total Check Amount: $552.00
V59010 THE ADVANTAGE GROUP 04/25/2025 24539 110 808B FSADEPCAR 041825 $2,659.21 04/25/2025 24539 110 808C FSA URMED 041825 $5,375.49
THE ADVANTAGE GROUP Total Check Amount: $8,034.70
V59011 LARRY ALANIS 04/25/2025 32661 110404424 UMPIRE FEES 4/14/25 $111.00 LARRY ALANIS Total Check Amount: $111.00
V59012 ALLSTAR FIRE EQUIPMENT 04/25/2025 8353 110222221 HELMETS [33] $2,213.64 ALLSTAR FIRE EQUIPMENT Total Check Amount: $2,213.64
V59013 AMERICAN VETERAN LIGHTING, INC. 04/25/2025 31163 490515152 LED LIGHTING $308.17 AMERICAN VETERAN LIGHTING, INC. Total Check Amount: $308.17 V59014 JEANETTE BELL 04/25/2025 28476 110404521 ZUMBA APR 2025 $80.00 JEANETTE BELL Total Check Amount: $80.00
V59015 BEN'S ASPHALT, INC.. 04/25/2025 1808 110515121 1140MARIPOSADR-ASPHLT $20,807.00 04/25/2025 1808 510707442 WTR UTIL PATCH FEB25 $5,382.00 BEN'S ASPHALT, INC.. Total Check Amount: $26,189.00
V59016 BPSEA MEMORIAL FOUNDATION 04/25/2025 14990 110 4050 MEMORIAL 041825 $115.50 BPSEA MEMORIAL FOUNDATION Total Check Amount: $115.50
V59017 BREA CITY EMPLOYEES ASSOCIATION 04/25/2025 3236 110 4005 BCEA MEMB 041825 $804.00 BREA CITY EMPLOYEES ASSOCIATION Total Check Amount: $804.00 V59018 BREA FIREFIGHTERS ASSOCIATION 04/25/2025 3237 110 4016 ASSOCMEMB 041825 $4,059.00 BREA FIREFIGHTERS ASSOCIATION Total Check Amount: $4,059.00 V59019 BREA POLICE ASSOCIATION 04/25/2025 3769 110 4030 BPA REG 041825 $3,600.00 BREA POLICE ASSOCIATION Total Check Amount: $3,600.00
V59020 BREA POLICE ATHLETIC LEAGUE 04/25/2025 1068 110 5010 B.P.A.L. 041825 $130.00 BREA POLICE ATHLETIC LEAGUE Total Check Amount: $130.00 V59021 BREA POLICE MANAGEMENT

ASSOCIATION
04/25/2025 21189 110 4019 LDF MEMB 041825 $57.00
04/25/2025 21189 110 4020 PMA MEMB 041825 $162.50
BREA POLICE MANAGEMENT ASSOCIATION Total Check Amount: $219.50 V59022 BREA/ORANGE COUNTY PLUMBING 04/25/2025 3781 346515112 DRAIN MAINT MD6 $2,895.00 BREA/ORANGE COUNTY PLUMBING Total Check Amount: $2,895.00 V59023 CANNINGS ACE HARDWARE 04/25/2025 15828 480515161 TAPE $19.61 CANNINGS ACE HARDWARE Total Check Amount: $19.61
V59024 CANON FINANCIAL SERVICES, INC. 04/25/2025 20648 110141441 CPRLEASE FS1-4 APR25 $101.28 04/25/2025 20648 110141441 PRNTCHGS PW/BRC APR25 $38.61 04/25/2025 20648 110141441 CPRLEASE PW/BRC APR25 $352.45 Apr 23, 2025 4 of 7 11:02:41 PM
City Disbursement Register
Between Apr 21, 2025 12:00 AM and Apr 25, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V59024 CANON FINANCIAL SERVICES, INC. 04/25/2025 20648 110141441 PRNTCHGS FS1-4 APR25 $37.47 CANON FINANCIAL SERVICES, INC. Total Check Amount: $529.81 V59025 CANON SOLUTIONS AMERICA, INC 04/25/2025 15260 110141441 PRINT CHGS APR 2025 $636.15 04/25/2025 15260 110141441 COPIER LEASE APR 2025 $1,196.93 CANON SOLUTIONS AMERICA, INC Total Check Amount: $1,833.08 V59026 CARRIER CORPORATION 04/25/2025 20023 490515151 CHILLER REPAIRS $4,981.00 CARRIER CORPORATION Total Check Amount: $4,981.00
V59027 CLINICAL LABORATORY OF 04/25/2025 3390 420515131 WATER QUALITY-MAR25 $1,356.00 CLINICAL LABORATORY OF Total Check Amount: $1,356.00
V59028 D. F. POLYGRAPH 04/25/2025 32314 110141481 POLYGRAPH MAR 2025 $600.00 D. F. POLYGRAPH Total Check Amount: $600.00
V59029 DANIELS TIRE SERVICE 04/25/2025 3133 480515161 TIRES $861.83 DANIELS TIRE SERVICE Total Check Amount: $861.83
V59030 ENTENMANN ROVIN COMPANY 04/25/2025 3457 110212111 BADGES $434.14 ENTENMANN ROVIN COMPANY Total Check Amount: $434.14
V59031 GABRIEL HANNAH 04/25/2025 17533 110404424 UMPIRE FEES 4/14/25 $111.00 GABRIEL HANNAH Total Check Amount: $111.00
V59032 HCI SYSTEMS INC 04/25/2025 25112 110515125 FIRE PANEL SERV PS3 $726.00 HCI SYSTEMS INC Total Check Amount: $726.00
V59033 INLAND ROUNDBALL OFFICIALS INC. 04/25/2025 31906 110404424 REFEREE FEES 410-415 $1,410.00 INLAND ROUNDBALL OFFICIALS INC. Total Check Amount: $1,410.00 V59034 IRV SEAVER MOTORCYCLES 04/25/2025 18586 480515161 TIRES $570.26 IRV SEAVER MOTORCYCLES Total Check Amount: $570.26
V59035 K PRO STONE CARE 04/25/2025 20535 110404211 TILE CLEANING-BCC $4,887.50 K PRO STONE CARE Total Check Amount: $4,887.50
V59036 KRISTOFER KATAOKA 04/25/2025 18385 110404542 MILEAGE APRIL 2025 $27.30 KRISTOFER KATAOKA Total Check Amount: $27.30
V59037 KEENAN & ASSOCIATES 04/25/2025 22439 470141483 2025 WORKERS' COMP #5 $11,844.91 KEENAN & ASSOCIATES Total Check Amount: $11,844.91
V59038 L.N. CURTIS & SONS 04/25/2025 1053 110222221 UNIFORM ALTERATIONS $221.50 L.N. CURTIS & SONS Total Check Amount: $221.50
V59039 LEHR 04/25/2025 26035 480515161 VEHICLE CHANGEOVER $4,604.71 LEHR Total Check Amount: $4,604.71
V59040 LIBERTY PAINTING & RESTORATION,
INC
04/25/2025 25899 181404250 BCC WALL REPAIR $5,950.00
LIBERTY PAINTING & RESTORATION, INC Total Check Amount: $5,950.00 V59041 LIFE-ASSIST, INC. 04/25/2025 10530 174222222 PM SUPPLIES FS2 $3,261.34 04/25/2025 10530 174222225 PM SUPPLIES FS1 $108.61
LIFE-ASSIST, INC. Total Check Amount: $3,369.95
Apr 23, 2025 5 of 7 11:02:41 PM
City Disbursement Register
Between Apr 21, 2025 12:00 AM and Apr 25, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V59042 LINCOLN AQUATICS 04/25/2025 17902 490515151 ADA EQUIPMENT $100.01 LINCOLN AQUATICS Total Check Amount: $100.01
V59043 LOS ANGELES TRUCK CENTERS, LLC 04/25/2025 7300 480515161 RADIATOR REPAIR $5,379.75 LOS ANGELES TRUCK CENTERS, LLC Total Check Amount: $5,379.75 V59044 MICHAEL BAKER INTERNATIONAL, INC. 04/25/2025 31634 84032323E PROF SVCS MAR25 $2,580.00 04/25/2025 31634 84032323E AMAZON EIR 3/30/25 $39,716.75 MICHAEL BAKER INTERNATIONAL, INC. Total Check Amount: $42,296.75 V59045 MOTOROLA SOLUTIONS, INC. 04/25/2025 22012 234212143 VIGILANT SOL 40% PM#3 $203,378.40 04/25/2025 22012 475141471 MNT SUPP-FLEX CAD/RMS $89,652.63 04/25/2025 22012 475141471 CREDIT ($144.00)
04/25/2025 22012 234212143 CMND CTRL AWARE SW #2 $146,372.00 MOTOROLA SOLUTIONS, INC. Total Check Amount: $439,259.03 V59046 OZUNA ELECTRIC CO.INC. 04/25/2025 18504 110515141 ELECTRICAL WORK CH $1,985.00 OZUNA ELECTRIC CO.INC. Total Check Amount: $1,985.00
V59047 PRINT & FINISHING SOLUTIONS 04/25/2025 21135 110141441 PAPER CUTTER MNT $60.00 PRINT & FINISHING SOLUTIONS Total Check Amount: $60.00
V59048 QUADIENT LEASING USA, INC 04/25/2025 30262 110141441 MAILSYST LSE NOV-APR $2,800.86 QUADIENT LEASING USA, INC Total Check Amount: $2,800.86 V59049 QUANTUM SIGNS & GRAPHICS INC. 04/25/2025 32568 110404421 CF25 DATE PATCHES $64.65 QUANTUM SIGNS & GRAPHICS INC. Total Check Amount: $64.65 V59050 RUSSELL SIGLER INC. 04/25/2025 21638 490515151 HVAC REFRIGERANT $501.17 04/25/2025 21638 490515151 CREDIT ($400.00)
RUSSELL SIGLER INC. Total Check Amount: $101.17
V59051 CLYDE J. SAN JUAN 04/25/2025 33113 110404145 WTRCOLOR/ACRYLC PNTNG
$273.00
CLYDE J. SAN JUAN Total Check Amount: $273.00
V59052 SC FUELS 04/25/2025 16654 480515161 UNL ETH 3941.4 GALS $15,777.74 SC FUELS Total Check Amount: $15,777.74
V59053 SOUTHERN CALIFORNIA NEWS GROUP 04/25/2025 32570 110404421 PET EXPO ADS $836.80 04/25/2025 32570 840000000 LEGAL NOTICE MAR 2025 $322.04 SOUTHERN CALIFORNIA NEWS GROUP Total Check Amount: $1,158.84 V59054 STOTZ EQUIPMENT 04/25/2025 24388 480515161 CABLES $97.99 STOTZ EQUIPMENT Total Check Amount: $97.99
V59055 SUPERIOR ALARM SYSTEMS 04/25/2025 11074 110404211 BCC ALARM

PROGRAMMING
$49.00
SUPERIOR ALARM SYSTEMS Total Check Amount: $49.00
V59056 TERRY'S TESTING, INC. 04/25/2025 9217 110515125 BACKFLOW REPAIR $410.00 TERRY'S TESTING, INC. Total Check Amount: $410.00
V59057 TUMBLE-N-KIDS INC. 04/25/2025 32167 110404145 GYMNASTICS $4,603.77 Apr 23, 2025 6 of 7 11:02:41 PM
City Disbursement Register
Between Apr 21, 2025 12:00 AM and Apr 25, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
TUMBLE-N-KIDS INC. Total Check Amount: $4,603.77
V59058 UNITED ROTARY BRUSH

CORPORATION
04/25/2025 16649 480515161 SWEEPER BROOMS $711.84
UNITED ROTARY BRUSH CORPORATION Total Check Amount: $711.84 V59059 VINTAGE CREEK SENIOR APARTMENTS
LP
04/25/2025 29395 270323218 SENIOR SUBSIDY $254.00
VINTAGE CREEK SENIOR APARTMENTS LP Total Check Amount: $254.00 V59060 WEST COAST ARBORISTS, INC. 04/25/2025 1556 345515112 TREE MNT MD5 316-331 $12,871.25 WEST COAST ARBORISTS, INC. Total Check Amount: $12,871.25 V59061 WILLDAN FINANCIAL SERVICES 04/25/2025 23058 420141431 23/24 CONT DISCL STMT $2,000.00 04/25/2025 23058 630141432 23/24 CONT DISCL STMT $5,989.00 04/25/2025 23058 110141431 23/24 CONT DISCL STMT $1,250.00 WILLDAN FINANCIAL SERVICES Total Check Amount: $9,239.00 Voucher Subtotal $631,143.76
W25017 U.S. BANK OF CALIFORNIA 04/21/2025 14102 930 LAIF CONTRIBUTION $5,000,000.00 U.S. BANK OF CALIFORNIA Total Check Amount: $5,000,000.00 Wire Subtotal $5,000,000.00
TOTAL $6,304,977.96
Apr 23, 2025 7 of 7 11:02:41 PM

Brea City CouncilMay 6, 2025

Brea City Council
May 6, 2025