Agenda packet — Beaumont City Council, May 5, 2026 (part 11 of 17)

DEMO /MOTES''

NORTH/WEST

PRIVATE R/W
60' (P, U. E:)

SOUTH/EAST

PRIVATE R/W
•
O1 REMOVE AND DISPOSE OF EXIST CONCRETE
O REMOVE AND DISPOSE OF EXIST A.C. BERM

STREET IMPROVEMENTS CONSTRUCTION NOTES
0 0
0 0
0 0
0 O
0 0
10 >4
0 19
20 29
30 31
32 0
34 0
68 S.F.
103 L.F.

PRIVATE PUBLIC
CONSTRUCT 4" A.C. OVER 9" CLASS II A.B. PER GEOTECH RECOMMENDATIONS. 495,805 S.F.

CONSTRUCT 5.5" A.C. OVER 6" CLASS II A.B. PER CEOTECH RECOMMENDATIONS.

CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200 20,470 LF CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. PLAN NO. 401 AND/OR LANDSCAPE PLANS. . . 122,560 SF CONSTRUCT CURB OUTLET DRAIN PER RIVERSIDE COUNTY STANDARD NO. 309.. 2 EA CONSTRUCT CURB RAMP (CASE B) PER DETAIL ON SHEET 25. 9 EA.

CONSTRUCT CURB RAMP (CASE A) PER DETAIL ON SHEET 25. 2 EA CONSTRUCT CURB RAMP (CASE C) PER DETAIL ON SHEET 25. . 8 EA CONSTRUCT GUTTER DEPRESS/ON, CASE B, PER RIVERSIDE COUNTY STANDARD NO. 311.. 14 EA CONSTRUCT GUTTER DEPRESS/ON, CASE C, PER RIVERSIDE COUNTY STANDARD NO. 311.. . 4 EA.

INSTALL STREET LIGHT PER DETAIL ON SHEET 25 50 EA
INSTALL 3" STEEL CONDUIT FOR FUTURE TRAFFIC SIGNAL 300 LF INSTALL /6 PULLBOX FOR FUTURE TRAFFIC SIGNAL 6 EA
CONSTRUCT CURB OUTLET DRAIN PER DETAIL 19 ON SHEET 2 1 E4 CONSTRUCT 6" TYPE D CURB PER COUNTY OF RIVERSIDE STANDARD NO. 204.. . 1,880 LF CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212.. . 1,875 LF CONSTRUCT CURB OUTLET DRAIN PER RIVERSIDE COUNTY STANDARD NO. 309 2 EA CONSTRUCT 5' WIDE X 10' LONG X 12" DEEP RIPRAP PAD, 050=6"

SAW CUT EXIST AC PAVEMENT
GRIND AND OVERLAY PER DETAIL ON SHEET 12
2 C.Y.

CONST. 15' WIDE COLD PLANE AND JOIN EXIST PAVEMENT (1.5" MIN. OVERLAY) 1 LS CONSTRUCT DRIVEWAY PER COUNTY OF RIVERSIDE STD. NO. 207A. (WIDTH PER PLAN) 6 EA CONST. 6" TYPE 70-1" CURB ONLY PER COUNTY OF RIVERSIDE STD. NO. 203 STAMPED / DECORATIVE CONCRETE PER GEOTECH RECOMMENDATIONS. COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS.

CONSTRUCT RAISED PEDESTRIAN CROSSING PER DETAIL ON SHEET 25 AND PER GEOTECH RECOMMENDATIONS. COLOR, SCORING, AND FINISH PER LANDSCAPE

ARCHITECTS PLANS
S = 36" USE 3 ANCHORS
p J BAR SPACING = 7"
USE 2-1/2"x2'x3/8" (64x51x9.5) -
GALVAN/ZED 3IL/L ANGLE

FINISHED SURFACE

PER PLAN
10=-'
TOP OF
NOTES
FLOOR OF BOX SHALL BE TROWELED SMOOTH.

2. F THE TOE OF SLOPE /S ALLOWED THIN THE R/W, INLET

3. DoT AP?'-IGIU.®L,£

4. TOP OF INLET STRUCTURE SHALL BE FLUSH WITH THE ADJACENT SURFACE WHERE

5. AHHSED STEEL STUD 5/B" X 6-3/8" WITH A 1" HEAD (16 X 160 MM, 25 MM HEAD) ATTACHED BY

6. NORMAL CURB FACE AT POINT Al AND Q, CURB FACE IS B + 5" AT POINT N AND P.

7. THE 3" LEG OF THE 5/8" DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. d SLOPE = 2.0X
- .- .. TTE R
EF. NOTE

PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE

CURB OUTLET DRAIN
DETAIL 19
N.T.S.
1,631 SF
2EA
41,285 SF
1,650 LF
10,450 SF
2 EA
2EA
1 EA
4 EA
560 LF
12 EA
125 LF
1,925 LF
47,570 SF
1 LS
1 EA
14 L.F.

VARIES
2z

MEANDERING'

SIDEWALK

TYPICAL SECTION
- HEARTLAND PARKWAY (60' R/W)
8' - 10' _
VARIES
VARIES
057
30' TO 32'
22'
30' TO 28'
22'
VARIES
44'
2X
2%
6'-
VARIES .1

MEANDERING'

SIDEWALK

NORTH/WEST

PRIVATE R/W
O'TO8'
VARIES
OPEN
SPACE
LOT
(PRIVATE)
T.I. = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.8. CL -2
PRELIM. '7,'" VALUE = JO
HEARTLAND PARKWAY SOUTH STA. 10+00.00 TO 51+87.00
HEARTLAND PARKWAY NORTH STA. 10+00.00 TO 16+91.09
60' (P. U.E.)
30'
►." -

MEANDERING

SIDEWALK
8'
VARIES._.
--- f--5 j -?-
22'
4 22'
8 VARIES
2X

SOUTH/EAST

PRIVATE R/W
JO'
2%
2%
.a

MEANDERING

SIDEWALK
TYPICAL SECTION HEARTLAND PARKWAY SOUTH (60' R/W)
(PRIVATE)
T.I. = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = 30
STA. 10+00 TO 51+22
.\
NORTH

PRIVATE R/W
94'(P.U.E.)
47'
8'
4 2, 6'
2z O
0 TYPICAL SECTION -
NORTH

PRIVATE R/W
39'
7 SOUTH

PR/VATR/W
47'
VARIES 22' - 39' 8'
2% - 2%

HEARTLAND PARKW
(PRIVATE)
TI. = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B.

PRELIM. "R" VALUE 0
STA. 58+05 TO 62
47'
rz.
8'
6'
2%
39'
94'(P. U.E.)
4,
VARIES 22' -- 39'
6' 2
TH (94' R/W)
SOUTH

PRIVATE R/W
8 2%
3 03
TYPICAL SECTION - HEARTLAND PARKWAY SOUTH (94' R/W)
(PRIVATE)
T./. = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = JO
STA. 62+97 TO 63+43
2'
12'
OPEN
SPACE
LOT
.j
NORTH

PRIVATE R/W
11'
6'
�
SIDEWALK;
33'
22'
0 2X
66' (P. O.. E.)
33'
SOUTH

PRIVATE R/W
22'
11'
2%
6'
i

I SIDEWALK
2%
TYPICAL SECTION - HOMESTEAD WAY (66' RW)
(PRIVATE)
N.T.S.

T.I. = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = JO
STA. 10+00.00 TO 26+25.88
9 f
-9f
NORTH

PRIVATE R/W
L

VARIES OFF OF
60' (P. U.E.)
32'
10'
22'
SOUTH

PRIVATE R/W
28'
22'
6'--8'
CURB (0'-14"11 MEANDERING

SIDEWALK
44'
29'

VARIES OFF OF
6' SIDEWALK CURB (0'-6')
.+ 21
L._2'
MIN.

TYPICAL SECTION - HEARTLAND PARKWAY NORTH (60' R/W)
T1. = 7.0, 4" A.C.(PRIW/SEAAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = 3O
STA. 16+91.09 TO 47+79.84
NORTH

PRIVATE R/W
0'-14'
VARIES �.

I ACCESS ROAD --
1' TO 11.1'

I-- VARIES
6'

SIDEWALK'
78' (RUE)
22' TO 28'
22' TO 28' 6' TO 11'
21'
CURBED VARIES 4' TO 14'
MEDIAN ~-"` SEE PLAN
2%
SOUTH

PRIVATE R/W
11' 12 MIN.

VARIES
2%
IES
PICAL SECTION - HEARTLAND PARKWAY NORTH (78' R/W)
NORTH

PRIVATE R/W
VARIES 0'-20' I 10' TO 11.72',
ACCESS ROAD e VARIES
14' TO 17' 6'

SIDEWALK
2%
(PRIVATE)
N.T.S.

TI. = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = JO
STA. 47+79.84 TO 49+64.25
32' TO 39'
cp.
60' TO 78' (P. U. E.)
PRII$4 Tf*'/W
32' TO 39'
44'Ti050'
2%
O
PAD
2'
MIN
VARIES
4' OPEN

MIN SPACE
LOT
2%
TYPICAL SECTION - HEARTLAND PARKWAY NORTH (60' R/W TO 78' R/W) (PRIVATE)
T.I. = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM "R" VALUE = JO
STA. 49+64.25 TO 53+82.55
1'
WEST

PUBLIC R/W
0' TO 20' I
VARIES -1
,42
1'

FUTURE TO BE BUILT BY OTHERS EAST
150' (STA471+20.17 TO STA 484+91.06) PUBLIC R/W
158' (STA 485-1-81.10 TO END)
20'
I 14' 6'

SIDEWALK
48'
50'
2%_
110'-118'
14'
48'
5'
RAISED MEDIAN k 3
ecP
6 L
56' AT EASTBOUND RIGHT TURN
TYPICAL SECTION - POTRERO BOULEVARD (150' - 158' R/W)
(PUBLIC,)
T 1. = 9.0, 515" A.C. W/SEAL COAT OVER 6" A.B. CL -2
PRELIM. "I?" VALUE = 30
WEST
BRIDGE

EXISTING PER

CITY IMPROVEMENTS
120'

FUTURE TO BE BUILT BY OTHERS
EAST
BRIDGE

10.30' �F
6'
50'

BRIDGE SECTION
TYPICAL SECTION - POTRERO BOULEVARD (120' R/W)
P0TRER0 BLVD STA. 488+21.50 TO 493+24.50
POTRERO BLVD STA. 496+10.00 TO 499+28.32
P/L
PAD
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST' AND
"RABBIT'.

BEARING: N 2739 '52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE #826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF
A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.

STAMPED U-448-1955
ELEV: 2448.129

BY MARK

DESCRIPTION
APPR. DATE

ENGINEER

REVISIONS
CITY
COPREPARED BY :

Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:

JB
DRAWN BY:

TA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:

Reviewed By:

Recommended for A proval By.1411..94'
Approved By:

Date:

CI11 OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 554X Efto St
ENGINEERING DIVISION Boottnon4 CA 9:223
7EZ: (951) 71737-11520 FAX (951) 7617-8M6

STREET IMPROVEMENT PLANS
TRACT 27971

CONSTRUCTION NOTES, QUANTITIES
& TYPICAL SECTIONS
SHEET
2 OF 25 SHEETS
DRAWING NAME:

FILE NO.:
3 l30

Page 1177 of 1910 ends

DEMO NOTES:
68 S.F.
103 L. F.

NORTH/WEST

PRIVATE R/W
0' - 10'
60' (P. U. E.)
30' TO 32'
30' TO 28'
8' - 10'
22'
2'

SOUTH/EAST

PRIVATE R/W
-I
VARIES
60' (P. E)
SOUTH

PRIVATE R/W
DWG: V. \ 2042 \ active \ 2042495810 \ drawing \ Sheet Files \ 495810C-2002ST. dwg Dec 14, 2017 - 12.06pm
-o
0 0
O1 REMOVE AND DISPOSE OF EXIST CONCRETE
<> REMOVE AND DISPOSE OF EXIST A.C. BERM

STREET IMPROVEMENTS CONSTRUCTION NO TES
CONSTRUCT 4" A. C. OVER 9" CLASS II A.B. PER GEOTECH RECOMMENDATIONS.

CONSTRUCT 5.5" A. C. OVER 6" CLASS II A.B. PER GEOTECH RECOMMENDATIONS.

CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.

CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. PLAN NO. 401 AND/OR LANDSCAPE PLANS.

CONSTRUCT CURB OUTLET DRAIN PER RIVERSIDE COUNTY STANDARD NO. 309.

CONSTRUCT CURB RAMP (CASE B) PER DETAIL ON SHEET 25
CONSTRUCT CURB RAMP (CASE A) PER DETAIL ON SHEET 25
CONSTRUCT CURB RAMP (CASE C) PER DETAIL ON SHEET 25
CONSTRUCT GUTTER DEPRESSION, CASE B, PER RIVERSIDE COUNTY STANDARD NO. 311.

CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE COUNTY STANDARD NO. 311.

INSTALL STREET LIGHT PER DETAIL ON SHEET 25.

INSTALL 3" STEEL CONDUIT FOR FUTURE TRAFFIC SIGNAL
INSTALL /6 PULLBOX FOR FUTURE TRAFFIC SIGNAL
CONSTRUCT CURB OUTLET DRAIN PER DETAIL 19 ON SHEET 2 OMITTED 20 CONSTRUCT 6" TYPE D CURB PER COUNTY OF RIVERSIDE STANDARD NO. 204.

CONSTRUCT 6" A. C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 22 CONSTRUCT CURB OUTLET DRAIN PER RIVERSIDE COUNTY STANDARD NO. 309 CONSTRUCT 5' WIDE X 10' LONG X 12" DEEP RIPRAP PAD, D50=6" 29 SAW CUT EXIST AC PAVEMENT
30 GRIND AND OVERLAY PER DETAIL ON SHEET 12.
31 CONST 15' WIDE COLD PLANE AND JOIN EXIST PAVEMENT (1.5" MIN. OVERLAY) 32 CONSTRUCT DRIVEWAY PER COUNTY OF RIVERSIDE STD. NO. 207A. (WIDTH PER PLAN) CONST. 6" TYPE 70-1" CURB ONLY PER COUNTY OF RIVERSIDE STD. NO. 203. 34 STAMPED / DECORATIVE CONCRETE PER GEOTECH RECOMMENDATIONS. COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS.
33 CONSTRUCT RAISED PEDESTRIAN CROSSING PER DETAIL ON SHEET 25 AND PER GEOTECH RECOMMENDATIONS. COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS.

PRI VA TE PUBLIC
4"
BAR -
5/8" ¢
SEE NOTE 8
SEC ON
10"
9O°
/4,.

DETAIL OF ANCHO
z
B

CURB FACE
S = 36' USE 3 ANCHORS
/3 J BAR SPACING = 7"
USE 2-1/2"x2 x3/8" (64x51x9.5) -

GALVANIZED STEEL ANGLE

GALVANIZED STEEL
ANGLE
BATTER 3:12 -SEE NOTE 8
RN/SHED SURFACE 8 8"

PER PLAN
O
A _

SECTION
A

SIDEWALK
FINISH
J BARS
CO
ITTE (12-14-17)
N_ANCH0R
3"
(75 mm)

ECTION B -B

CURB FACE
FL

POINT M POINT N

POINT P

POINT Q
NOTES
PLAN
10' 24"

TOP OF CURB

FINISHED SURFACE

POINT M
12"

TOP OF C
10'
OINT N

P OFILE

POINT P

NISHED SURFACE
POIN Q

1. FLOOR OF BOX SHALL BE IRO MOOTH.

2. IF 1HE TOE OF SLOPE /S ALLO ' THIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.

3. NOT APPLICABLE

4. TOP OF INLET STRUCTUR HALL BE FLUSH WITH THE ADJACENT SURFACE WHERE PRACTICAL.

5. A HEADED STEEL S 5/8" X 6-3/8" WITH A 1" HEAD (16 X 160 MM, 25 MM HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR.

6. NORMAL CURB CE AT POINT M AND 0, CURB FACE /S 8" AT POINT N AND P.

7. THE 3" LE ' THE 5/8" DMA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK.

8. SLOPE 2.0X

CURB OUTLET DRAIN
DETAIL 19
N.T.S.
495,805 S.F.
20,470 LF
122,560 SF
2EA
9 EA.
2 EA
8 E4
14 £4
4 EA.
50 £4
300 LF
6EA
1,880 LF
1,875 LF
2EA
2 C.Y.
1 LS
6EA
1, 631 SF
2 EA
41,285 SF
1,650 LF
10,450 SF
2EA
2EA
1 E
4EA
560 LF
12 EA
125 LF
1,925 LF
47,570 SF
1 LS
1 E
14 L. F.

NORTH/WEST

PRIVATE R/W
0' TO 8'
VARIES

MEANDERING

SIDEWALK
VARIES
VARIES
44'
6' - 8'
VARIES _
0'-5'
2%
2%
2%

MEANDERING

SIDEWALK
TYPICAL SECTION - HEARTLAND PARKWAY (60' R/W)
(PRIVATE)
Ti = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = 30
PARKWAY SOUTH STA. 10+00.00 TO 51+87.00
PARKWAY NORTH STA. 10+00.00 TO 16+91.09

HEARTLAND

HEARTLAND
60' (RUE)

SOUTH/EAST

PRIVATE R/W
30'
Q
30'
12'
VARIES
OPEN
SPACE
LOT
22'
22'

MEANDERING

SIDEWALK
VARIES
0'-5'
44'
VARIES
29'
2%
2%
0'-5,

TYPICAL SECTION -
T. /. =
NORTH

PRIVATE R/W

MEANDERING

SIDEWALK
HEARTLAND PARKWAY SOUTH (60' R/W)
(PRIVATE)

7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = 30
STA. 10+00 TO 51+22
94'(P. U.E.)
SOUTH

PRIVAT' R/W
7'
47'
OPEN
SPACE
LOT
TYPICAL SECTION - HEARTLAND PARKWAY SOUTH (94' R/W)
T/.

NORTH

PRIVATE R/W
C _
(PRIVATE)
= 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. "R" VALUE = 30
STA. 58+05 TO 62+97
94'(P. U. E.)
SOUTH

PRIVATE R/W
7'

TYPICAL SECTION -
T./. =
NORTH

PRIVATE R/W

HEARTLAND PARKWAY
(PRIVATE)

7.0, 4" A. C. W/SEAL COAT OVER 9" A.B. CL
PRELIM. 'R" VALUE = 30
STA. 62+97 TO 63+43
66' (RUE)
47'
SOUTH (94' R/W)
-2
SOUTH

PRIVATE R/W
33'
33'
11'
6'

SIDEWALK
2%
22'
2%
2%
22'
11'
6'

SIDEWALK
2%
TYPICAL SECTION - HOMESTEAD WAY (66' RW)
(PRIVATE)
N.T.S.

T.l. = 7.0, 4" A. C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. 'R" VALUE = 30
STA. 10+00.00 TO 26+25.88
P�'
NORTH

PRIVATE R/W
r
1 _
L _

VARIES OFF OF
CURB (0'-14'1)I
32'
28'
10'
22'
22'
6'
6' 8'

MEANDERING

SIDEWALK
44'
6' SIDEWALK

VARIES OFF OF
CURB (0'-6)

2.1 TYPICAL SECTION - HEARTLAND PARKWAY NORTH (60' R/W) (PRIVATE)
Ti = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. 'R" VALUE = 30
STA. 16+91.09 TO 47+79.84
NORTH

PRIVATE R/W
0'-14'
VARIES
ACCESS ROAD _
2%
78' (P. U E)
39'
39'
SOUTH

PRIVATE R/W
1' TO 11.1'
VARIES
6'
28'
28' 11 I 12' MIN.
21'
14'
21'

SIDEWALK
2%'
m
CURBED
MEDIAN

0.36 VARIES 4' TO 14'

TYPICAL SECTION
m

SEE PLAN
29'
0 VARIES
VP
Q
o.
— HEARTLAND PARKWAY NORTH (78' R/W)
0 PAD
NORTH

PRIVATE R/W
VARIES 0'-20'
(PRIVATE)
N. T.S
T i = 7.0, 4" A.C. W/SEAL COAT OVER 9" A.B. CL -2
PRELIM. 'R" VALUE = 30
STA. 47+79.84 TO 49+64.25
60' TO 78' (R U E)
PRI1 T/ /W
32'TO39'
32'TO39'
2'
MIN
VARIES
P/L
10' TO 11.72'
22' TO 28'
22' TO 28'
6' TO 11'
4'

ACCESS ROAD
14' TO 17'
2%
VARIES
6'
44' TO 50'

SIDEWALK
2%
29'
MIN
2%
OPEN
SPACE
LOT
(1,1
TYPICAL SECTION - HEARTLAND PARKWAY NORTH (60' R/W TO 78' R/W) (P E)
Ti = 7.0, 4" A. C. W/SREALIVATCOAT OVER 9" A.B. CL -2
WEST

PUBLIC R/W
0' TO 20'
VARIES
H
WEST
BRIDGE
PRELIM. "R" VALUE = 30
STA. 49+64.25 TO 53+82.55

FUTURE TO BE BUILT BY OTHERS EAST
150' (STA STA 484+91.06)
158' (STA 485+8 .10 TOEND)

PUBLIC R/W
20'
110'-118'
48'
14'
48'
20'
14'
6'
50'

SIDEWALK
0 2%
FUTURE

RAISED MEDIAN

LANE AT HEARTLAND PKWY NORTH
56' AT EASTBOUND RIGHT TURN
TYPICAL SECTION - POTRERO BOULEVARD (150' - 158' R/W)
(PUBLIC)
T 1. = 9.0, 5.5" A. C. W/SEAL COAT OVER 6" A.B. CL -2
PRELIM. 'R" VALUE = 30

EXISTING PER

CITY IMPROVEMENTS
120'

FUTURE TO BE BUILT BY OTHERS
EAST
BRIDGE

10.30'
6'
50'
50'

10.30'
6'
1'

BRIDGE SECTION
TYPICAL SECTION - POTRERO BOULEVARD (120' R/W)
(PUBLIC)
POTRERO BLVD STA. 488+21.50 TO 493+24.50
POTRERO BLVD STA. 496+ 10.00 TO 499+28.32
PAD
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING.. N 27"39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
VAD
REMOVED DETAIL 19 (CURB OUTLET STRUCTURE)
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

NED ARAUJO
R.C.E. 57835
DATE
SEAL
DESIGN BY:

JB
DRAWN BY:

TA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
12/14/17
JOB NUMBER:
2O4249581O

CITY OF BEAUMONT, CALIFORNIA
Reviewed By: Date:

Recommended for Approval By: Date:

Approved By: Date:

Director of Public Works

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
55QE 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 PAX: (951) 769-8526

STREET IMPROVEMENT PLANS
TRACT 27971

CONSTRUCTION NOTES, QUANTITIES
& TYPICAL SECTIONS
SHEET
2 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES -HEARTLAND, LLC
FILE NO.:
3130

Page 1178 of 1910 ends

PROFILE SCALE:

HOR/Zi 1•-40'
VERT, 1•-4'
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1.3, 2017 - 2:58pm
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CONSTRUCTION i%t21 S
134.00
CAUTION!!!
EXISTING 16" HIGH PRESSURE
7 DAYS PRIOR TO THE COMMENCEMENT OF WORK ON THIS JOB,

QUESTAR SOUTHERN TRAILS PIPELINE SHALL BE NOTIFIED TO

ARRANGE FOR AN ONSITE INSPECTOR BY CONTACTING QUESTAR
OPERATIONS CENTER AT 1-800-261-0668.

CONTRACTOR TO POTHOLE AND VERIFY LOCATION, SIZE AND
ELEVATION OF EXISTING LINE PRIOR TO CONSTRUCTION.

Q%
O CONSTRUCT 4" A.C. OVER 9" CLASS II A.B. PER GEOTECH RECOMMENDATIONS.

O CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 03 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401. 08 CONSTRUCT GUTTER DEPRESSION, CASE B, (A=2.02 PER RIVERSIDE COUNTY STANDARD NO. 10 INSTALL STREET LIGHT PER DETAIL ON SHEET 25.

Q CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212.

OU14
050
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11+32) 1$x,58
311.
144.00
.f
194.00
164.00
174.00

HEARTLAND PARKWAY SOUTH
TRACT $©UNOARYY 16
(PR/VA TE)
2-4" IRR
1-6"IRR
DP..

HARTFORD LANE
R. 27971 —
PLAN

SE ROVEM
STREET IMP 6C -Tn'
204.00
2-4" IRR.
1-6" IRR/
/
214.00
88 VI,
VP

LINE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
0 10'1328"
712.00'
127.06'

63.70'
©
99'38'41"
690.00'
1200.00'
817.15'
©
60'05'13"
668.00'
700.54'
386.34'
0 55'27'15"
712.00'
689.11 '
374.24'
0E
29'57'08"
668.00'
349.21'
178.69'
OF
1741'31"
712.00'
219.85'
110.81'
0 08'0727"
713.14'
101.12'

50.64'
0 10'00'00"
641.74'
112.01'

56.15'
0 08'00'00"
724.20'
101.12'

50.64'
40'
0 40'
80'
120'
SCALE: 1"-= 0
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST' AND
"RABBIT".

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129

BY MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5
\ED ARAu„0
R.C L. 5/835
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
DATE
SEAL
DESIGN BY:

J4�
DRAWN BY:

IA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
o9/-3/°/
JOB NUMBER:
2O4249581O
Reviewed By: CAL
924t4A-'
Recommended for Approval By: CQ
Approved By:

Director of Public Works
Date: l%lh
Dote: (oft/r7
Dater •bli/'j

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E 6th St
ENGINEERING DIVISION &cont0nt CA 92223
TEL (951) 769-8520 FAX. (951) 769-8526

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

OLIVEWOOD WAY

HEARTLAND PARKWAY SOUTH
STA: 10+00.00 TO STA: 22+00.00
SHEET
3 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES -HEARTLAND, LLC
FILE

Page 1179 of 1910 ends

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Ry ecconnerly
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PROFILE SCALE:

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46+00
109
5 108
107
47#00
7 48+00
i
TRACT NO. 27971-6
8 GY
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9 104
10 72
126
103 102
ACT NO. 27971-5
50+00
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10+56.37 E.C.R

18.0'
10'
eQl
c,
18' 18'
10'
28'
28'
51+00

PLEASANT STREET
SEE TR. 27971-5

STREET IMPROVEMENT PLAN
2442.85
FL
52+00

CONSTRUCT UNDER SIDEWALK

DRAIN PER RIVERSIDE
COUNTY STANDARD 308.

CONSTRUCT CROSS GUTTER

PER MODIFIED RIVERSIDE
COUNTY STANDARD 209.
98 HEARTLAND PARKWAY SOUTH
P4 Die r
S E SHEET NO. 14

FOR MEDIAN
53 GRADING DETAILS
L127
096
95 94
54+00
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TYP.

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O INSTALL STREET LIGHT PER DETAIL ON SHEET 25.
0 CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 0 STAMPED / DECORATIVE CONCRETE PER GEOTECH RECOMMENDATIONS.

COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS. 0 STAMPED / DECORATIVE CONCRETE PER GEOTECH RECOMMENDATIONS. 54+50.00 MA TCHL/NE SEE SHEET 7

LINE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
40' 0 40' 80' 120'
MI MI
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 27°39'52" E
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
TDA
VAD
ADDED UNDERSIDEWALK DRAIN AT STA. 50+71.00
ADDED ADA ACCESS RAMP AT STA. 50+34.44
BY
MARK

ENGINEER

DESCRIPTION

REVISIONS
APPR
DATE
CITY
ai,
PREPARED BY:

Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com

NED ARAUJO
R.C.E. 57835
DATE
DESIGN B Y:

JB
DRAWN BY:

TA
CHECKED BY:

VA D
SCALE:

AS NOTED
DATE:
05/22/18
JOB NUMBER:
2042495810
Reviewed By: Date:

Recommended for Approval By: Date:

Approved By: Date:

Director of Public Works

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E 6th St
Beaumont, C4 92223
1EL: 951 769-8520 FAA" 951 769-8526

CITY OF BEAUMONT, CALIFORNIA

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

OLIVEWOOD WAY

HEARTLAND PARKWAY SOUTH
STA: 45+00.00 TO STA: 54+50.00

FOR' RSI COMMUNITIES -HEARTLAND, LLC
SHEET
6 OF 25 SHEETS
DRAWING NAME:

FILE NO.:
3130

Page 1183 of 1910 ends

PROFILE SCALE:

HORIZs
VERT• 1'-4'
}
c'
cr
4NF
N
WK1
TO -
Nos EE "66'

HEARTLAND PARKWAY SOUTH
(PR/VA TE)
FS2.71
•
2-4" /RR.
1-6" /RR
TYR
CAUTION!!!
EXISTING 16" HIGH PRESSURE

QUESTAR GAS LINE

CONTRACTOR TO POTHOLE AND VERIFY LOCATION, SIZE AND
ELEVATION OF EXISTING LINE PRIOR TO CONSTRUCTION.

R/W
71B467 -
¢_3?>EC�II
I

LINE/CURVE DATA

LINE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
Na

BEARING/DELTA
RADIUS
LENGTH

TANGENT
0A
N.58'07'04'E
---
299.77'
---
0 32'08'04"
850.00'
476.72'
244.81'
®
N58'07'04 "F
---

53.01'
---
0 31'56'29"
889.00'
495.60'
254.43'
©
CD
N86'16'19"E
---

16.32'
---
0L
0 6'07'00"
811.00'

86.58'

43.33'
25'3121"
100.00'

44.55'

22.65'
6'11'57"
811.00'

87.75'

43.92'
0 N60'44'58'E
---
127.11 '
---
0 19'49'07"
811.00'
280.53'
141.68'
OF
N54'40:371-
---

46.15'
---
@
N89'44'51 'W
---
153.52'
--
UG
N58'07'04"E
---

25.00'
---
0 N89'44'51 'W
---

63.53'
-
0 N62'3323"E
---
219.67'
---
0 N89'44'51 'W
---

63.51'
---
©
N58'07'04'E
---
108.77'
---
0 93'05'58"

25.00'

40.62'

26.39'
0 93'05'58"

25.00'

40.62'

26.39'
O4/
I
//
II
I1
II
155'
20'
p°rOO 8
,s. SE(SHEET 72
pyE/CO�LyA�gp
'i
/ /IN
/'Z-.
/ter
55'
porRefto SEE'S,yieer, ��'4R0
2 N
N
,rl
CD
10 14
15 20
CONS7RUCTVNNOTES-
CONSTRUCT 4" A.C. OVER 9" CLASS II A.B. PER GEOTECH RECOMMENDATIONS.

CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.

CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401.

CONSTRUCT CURB RAMP (CASE A) PER DETAIL ON SHEET 25
INSTALL STREET LIGHT PER DETAIL ON SHEET 25.

INSTALL 3" STEEL CONDUIT FOR FUTURE TRAFFIC SIGNAL
INSTALL /6 PULLBOX FOR FUTURE TRAFFIC SIGNAL
CONSTRUCT 6" TYPE D CURB PER COUNTY OF RIVERSIDE STANDARD NO. 204.

CONSTRUCT DRIVEWAY PER COUNTY OF RIVERSIDE STD. Na 207A.

FUTURE CITY OF BEAUMONT
12" BRINE LINE
6'
srx
X7 N
6,\
40'
0 N
III
40' 80' 120'
SCALE: 1 "=40'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

ENGINEER

DESCRIPTION

REVISIONS
APPR.

PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
DATE 0 III sdr
CITY
\FD ARA,,JO
R.C E 57835
DATE
SEAL
DESIGN BY:

DRAWN BY:

TA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/;3/17
JOB NUMBER:
2O4249581O
Reviewed By: C Z • `A bate:
9 J\Recommended for Approval By: Date: 10/1./17
Approved By:

Director of Public Works
Date: 1.1411

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 5.5x etn se
ENGINEERING DIVISION fiteumont G 92223
02: (951) 769-8520 FAX: (95r) 769-8526

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

OLIVEWOOD WAY

HEARTLAND PARKWAY SOUTH
STA: 544-50.00 TO STA: 641-3302
SHEET
7 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES -HEARTLAND, LLC
FILE NO.:
3130

Page 1184 of 1910 ends

V 12042 active \ 20424958/ 0 \ drawing, model files \ 495810C —T8005. dwg Sep 13 2097 — .S00pm
0 C
21+00
10+00
N
7a)\
N
11+00
», 1 R0P0SED
.T a a .LEFT.;
13+00
,_11 +05.73
W=24'
CAUTION!!!!
EXISTING 16" HIGH PRESSURE

QUESTAR GAS LINE

CONTRACTOR TO POTHOLE AND VERIFY LOCATION, SIZE AND
ELEVATION OF EXISTING LINE PRIOR TO CONSTRUCTION.
4,o
Ac)v6 6
POPED
.a q. • QTLY'

PROPOSED-
7 ... RIHT

EXISTING GROUN
14+00
15+00
CAPE
1ANS

LINE/CURVE DATA
Na

BEARING/DELTA
RADIUS
LENGTH

TANGENT
®A
03'1837"
712.00'

41.14'

20.57'
0 0378'37"
690.00'

39.87'

19.94'
0 0378'37"
668.00'

38.59'

19.30'
0 572829"
622.00'
623.94'
341.06'
0E
5728'29"
600.00'
601.87'
329.00'
OF
5728'29"
578.00'
579.81'
316.94'
�}G
N89'35'01 "W
---
106.00'
---
0H
N8935'01 "W
----
458.91'
---
V
N89'35'0114/
---
188.68'
---
0 N8935'01 "W
---
106.00'
---
0 N8935'01 'W
---
458.91'
--
V
N8935 '01 "W
---

52.73'
--- i
0M
N5714'14 "W
572.00'
571.41'
312.11'
{N
N57'15'35 "W
632.00'
631.60'
345.00'
S
PORrlpN OF .30.6. oL7" V £:

Rk�=32. 44
P/r T7b'-Q4 Q0.,
17+00
�% 6.5 �8�
5��,� 97*
F T << CCU
et 41/3P0k v7,o(4ti

2.4" /RR.
1-6" /RR
TYR
N32'56'36 "W

49.35 N32'56'36 "W

49.35'
N32'56'3614/

49.35'
N8525'53"W

5.45'
/
/
18+00
19+00

EARTLAND PARKWAY NOR
(PR/VA TE)
2330
2330
23,E
RIGH
PROFILE SCALE:

HOR/Z 1'-40'
VERT, 1'-4'
20+00
CONSTAwC77OYV NOTES
O1 CONSTRUCT 4" A.C. OVER 9" CLASS II A.B. PER GEOTECH RECOMMENDATIONS.

O CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. ci CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. PLAN NO. 401 AND/OR LANDSCAPE PLANS.

O CONSTRUCT CURB RAMP (CASE B) PER DETAIL ON SHEET 25
O CONSTRUCT CURB RAMP (CASE C) PER DETAIL ON SHEET 25
OB CONSTRUCT GUTTER DEPRESS/ON, CASE B,( A=2.0' )PER RIVERSIDE COUNTY STANDARD NO. 311. 0 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE COUNTY STANDARD NO. 311. @ INSTALL STREET LIGHT PER DETAIL ON SHEET 25.
19 CONSTRUCT CURB OUTLET DRAIN PER DETAIL 19 ON SHEET 2 CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212.

CONSTRUCT DRIVEWAY PER COUNTY OF RIVERSIDE STD. NO. 207A. (WIDTH PER PLAN) CONSTRUCT RAISED PEDESTRIAN CROSSING PER DETAIL ON SHEET 25 AND PER GEOTECH RECOMMENDATIONS.

COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS.

THc
�oz� S6. ?8....
3'7,94c-etFF �UtS c
�ti,,9�,p �?�F OC/q�.

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80'
120'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5
Stantec
25864-t Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
'gm.. - ate' III 130' A*PP
NED ARAuJO DATE
R O F 5/8.55
DESIGN BY:

JE3
DRAWN BY:

TA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2042495810
Reviewed By: cL • 1A
IPL
Date: (eLI17
Recommended for Approval By: C ►L. 9.0 Date: 141U
Approved By:

Date: (4f n
pp
Director of Public Works

CITY OF BEAU VONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 5saF- 6th St
ENGINEERING DIVISION Beount01'4 CA 9222.7
la: (St5fV 789-8520 FAX: (950 769-8516

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

CASTELLO LANE

HEARTLAND PARKWA Y NORTH
STA: 10+00.00 TO STA: 21+50.00
SHEET
8 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES-HEART_AND, LLC
FILE NO.:
•

Page 1185 of 1910 ends

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" IRR. \ \ 3 �i w, q a _ v, `\ ` = ` = \ B00
'
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Tc 6
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\ 2 ( 2 1 '4�Y
�,

CROSS GUTTER
%
o J \�\ o 1-'
1,3 �.
1-6" /RR \ \ \ .�, G, \\ \ ` "---
(LAYOUT)

CONSTRUCT DRIVEWAY PER RIVERSIDE

7 - !�
7 o
TYP. \ / J� � O \� \ �'
♦ — - \
N
C lClC.uIS_ Too s
7 / / 0
I

CONSTRUCT
CROSS GUTTER \ ;
MISES
rte_
--_7 --_�
.1--_I—mama—
/TMIa.No.a 7SIl oI.

COUNTY STANDARD NO. 207 (MODIFIED). /
10 \ PER
` \ \ WY
ODIFIED RIVERSIDE I \ "� � —� \ \ ` 1 P
K
SEW=_
WE= —a a•—�—
4" CURB AND GUTTER PER DETAIL A M ,; ��
THIS SHEET L-16.00' \ / `':: S.
- \ 3�
rc W m c,Q

I COUNTY
z3
"�� -- \\ �-
STANDARD 209. 1�r� / l �!. - \ - - ` _ , _ _ N O
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0 --._-u7 2" \� o \- v EAR
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\ F 3 �\ _ NWWI
/
NT st
2 / `
�` �� 65.0 v
L=23.44' 4" CURB AND \ ��O � �\ l,Q \ \ ^.. / �
t
c`
$
332.36
� TC i c33'6j
� �. 5
.o o �� y / P
`��c, p
t� �u / p
�-*- `��'
7 i \

3 / ®

CONSTRUCT CROSS GUTTER
PER MODIFIED RIVERSIDE \
`--
% 15+
l �•V. I l 10 `� --------7/94c7
GUTTER PER DETAIL A THIS �4O'TB . \_ � �� -\
SHEET V /" h/ , A. �. / ` ��/
PARCEL A�9 / �. �,
�1
_
"l
"=40'
p�N SCALE: 1
Know what's
Call
below.
before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 2739 52 E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
VAD
_(13+304

REMOVED CURB TRANSITION, OMITTED CURB OUTL
PREPARED BY:

Stantec ntee
25864-f Business Center Drive
Redlands, CA 92374

909.335 6120 stantec.com
SEAL
DESIGN BY:

O
`
( ��
C p.
`1
By:

Reviewed B Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
Q
Q

OF ZS SHEETS
(10+391) EXPANDED C.F. TRANS/170N AT ADA RAMP
--

PRIVATE STREET IMPROVEMENT
TRACT 27971

CASTELLO LANE

HEARTLAND PARKWAY
10+00.00 TO STA:

PLANS
NORTH
21+50.00
,RVVESS/0Nq
DRAWN BY:

TA '

Recommended for Approval By: Date:
_-
--
'cc
"
W
*
• AR9 F
' O G
z o
No. 57835
Jf9 CIVIL �Q
lF
y
m
*
CHECKED BY:

VZONE

Approved By: Date:
_-
_- STA:

SCALE:D

AS NOTED
__
--
Director of Public Works
DRAWING NAME:

DATE: 12/19/18
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E 6th St
ENGINEERING DIVISION 8eoumon4 CA 92223
TEL: 951 769-8520 FAA:• 951 769-8526
OF CA��
FILE NO.:

ENGINEER

REVISIONS
CITY

JOB NUMBER:
2042495810

NED ARAUJO DATE
R.C.E. 57835
FOR: R S I COMMUNITIES -HEARTLAND, LLC
\\US1328-F02\workgroup\2042\active\2042495810\drawing\sheet_files\495810C-2008ST.dwg, 12/19/2018 12:33:44 PM, AutoCAD PDF (§niallesf File).pc3

Plotted Sep l.f 2017 — .7•00pr n 3y• ecconnerly
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LIN E/CURVE DATA
CS
o
N8732'29 't
N89'35'01 "W
(
O
N89'35'01 'if
CO
0)
0)
O
v
0)

BEARING/DELTA
can
,fro
i
I
I
i
I
I
i
I
I
2512. 00'
N
o
I
I
I
-A
Co
Poo
0 O
0 2532. 00'
2512.00'
2512. 00'
-A
O
0 2468.00'
RADIUS
121. 84'
135.32'
240.87'
L 279.34'
Cr)
Cr)

L LENGTH

52. 75'
I
I
IN)
Iv
I
120.53'
co
0 307.32'

TANGENT

Plotted Sep 1.5, 2017 — J00pm Hy: ccco nnerly
DWG: V2042� active\2042495810\dr awi ng\m odel tiles,495810C-T8005.dwg

GOOOOOOO-

LINE/CURVE DATA

N
N
NI
0744'16"
L N83'3724 "E
ka
N82'32 29'E
N
N
n '1
ti
N)
NI
co
ti
n1
N8732 29'E

BEARING/DELTA
I
I
I
N
Po
Q
I
I
I
O
cJ
O
I
I
I
I
I
I
III
I
i
I
II
I
RADIUS
v
O
v
Qo
201. 87'
Co
v
244. 29'
N
N
ticq
C. -'s
662. 64'

L LENGTH
I
I
I
v
-A
i
i
I
��,y
o,
ii
i
i
I
i
I
I
i
ii
I
I
i
I

L TANGENT I
fy
CO
CD
Cb
Cb
O
CD

TRA-NSITIOIt
45+00

25.+67.00 ECR r /
/ rn
45++58.63 C/L HEARTLAND PKWY
=26+25.88 C/L HOMESTEAD WAY
:SEE SHEET : t5
11'1 22'
33'
6 46+00
11'

HOMESTEAD WA Y
SEE SHEET 16
X =4.00'
=8.00.:
-✓Y ; OC C
1, -2398,3.3
47+00
2-4" /RR,- FENCE PER LANDSCAPE
1-6" /R/i ARCHITECTS PLANS
TYP.

LINE/CURVE DATA

LINE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
0 6'1326"
1000.00'
108.63'

54.37'
OK
13'22'16"
962.00'
224.50'
112.76'
0 N83'3724'E
---
201.87'
---
L./
N80'2323'
---
23 91 '
---
0 744'16"
978.00'
132.08'

66.14'
®
31'4057"
168.00'

92.90'

47.67'
0 9'52'11"
1000.00'
172.26'

86.34'
®
N6755'40'3V
---

6.79'
---
0E
9'52'11"
1038.00'
178.11'

89.62'
00 22'53'34 "
132.00'

52.74'

26.73'
CF
0'0759"
972.00'

2.26'

1.13'
©
N89'44'51 "W
---
508.29'
---
0G
24'44'52"
200.00'

86.39'

43.88'
®
N87'13'00"W
---
135.88'
---
pH
N5753'17"W
---

6.75'
---
0 N85'32'04"W
---
136.12'
---
0 2730'05"
200.00'

78.55'

39.79'
0 N89'44'51 "W
---
282.54'
---
0J
13'22'16"
1000.00'
233.37'
117.22'
OT
N89'44'51 "W
---
282.53'
---
OU
0'34'06"
1022.00'

10.14'

5.07'
48+00
v/
ciD ,N4
NGRESS GATLk

EGRESS GATE
cj
52,741; 00'I1O
49#00

TRACT BOUNDARY
eq
135.88' TRANSITION
o
mi irlolv...
50+00
51+00

PARCEL BOUNDARY
135.88' TRANSITION
�v
cs 0:1
2 4 ,
Q{Z 1:-4-41
I
Zt �I(0
h�
rnIN© v
z
IBS
N. 136.12' TRANSITION

HEARTLAND PARKWAY NORTH
(PR/ VA TE)
52+00
EO'
UTILITY `-SM';
30'
53+00
5;
RIGHT
54+00
FUTURE CITY OF BEAUMONT 12"I

BRINE L/NE

E'V TING' SEWER FORCE MAINS
-TO' E PROTECTED IN PLACE.
1,6
w
hl
c0
hl
488.1.36.00 BCE?
h�
�'
G ONSTJ9UCT+OV NOTES
�1 CONSTRUCT 4" A.C OVER 9" CLASS /l A.B. PER GEOTECH RECOMMENDATIONS. \ CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200 55'
I �
Itip
55'
2420
sli�Ill

PROFILE SCALE,
HORIZ' 1'-40'
VERT, 1'-4'
5174
C% -z- P
lr
....... .., pOT/ii*" Tel PO

POTRERO BOULEVARD
CONSTRUCT SIDEWALK PER COUNTY OF RIVERS/DE STD. PLAN NO. 401 AND/OR LANDSCAPE PLANS.

CONSTRUCT CURB RAMP (CASE 8) PER DETAIL ON SHEET 25
CONSTRUCT GUI /E R DEPRESSION, CASE B, (A=2.0') PER RIVERSIDE COUNTY STANDARD NO. 311 10 INSTALL 100 WATT HPS STREET LIGHT PER APPROVED STREET LIGHTING PLAN 34 STAMPED / DECORATIVE CONCRETE PER GEOTECH RECOMMENDATIONS COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS. (PUBLIC)
SEE SHEET 13
40' 0 40'
80'
120'
SCALE: 1"=40'
Know what's below.

Cali before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST' AND
'RABBIT'.

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE
PREPARED BY:

Stantec
258644 Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
--Arr----ie:440 1,15€P1017

ENGINEER

REVISIONS
CITY
NED ARAuiO
R C I- 57835
DATE
SEAL
DESIGN BY:

JD'
DRAWN BY:
1A
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:

O9/".3/"/
JOB NUMBER:
2O4249581O
Reviewed
By CQAIVIR-.9A1 10L
Recommended for Approval By-C94Ak9AL,
Approved By:

Director of Public Works
Date:10121 g
Date: 101''17
Date: 1 N/111/7

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 4V7F 6th se
ENGINEERING DIVISION Iliseumont C4 92223
TEL: (950 769-8520 FAX:(951) 769-8526

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

CASTELLO LANE

HEARTLAND PARKWAY NORTH
STA: 44+50.00 TO STA: 54+72.54
SHEET
11 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES -HEARTLAND, LLC
FILE NO.:
3(3O

Page 1189 of 1910 ends

POR•'i oNt.. or
472+00~
2440
F5 7' ^++WEST .
2440
RIGHT
PROFILE SCALE:

HORIZ' 1•-40'
VERT, P-4'
469+00
470+00

PARCEL LINE
468
EXIST. EDGE OF

PAVEMENT '
469 TRACT BOUNDARY,,
EXIST.

R/W
DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
©
NO0'15'30 "E
---
559.87'
---
0C
N00"15'3O"E
---
1150.00'
---
O
89'59'39"

35.00'

54.97'

35.00'
0E
90'0021"

35.00'

54.98'

35.00'
OF
NOO'15'30'E
---
145.01'
---
©
NO0'1530'E
---

2.95'
---
0H
N13'2.222"W
---
122.74'
---
471+00

20.00'
PROP.

SIDEWALK

2.0%
l
W
w

75.00'

22.00'
PROP. 6"

CURB & GUTTER
473+00
wl
tnI
,A`)
63+43.39 BCR
473

CONTRACTOR TO REMOVE INTERFERING PORTIONS

OF MANHOLE CONE AND SLURRY BACKFILL

26.00'
PROP. A.C. OVERLAY
(THICKNESS VARIES)

2.0%
EXIST. A.C. OVER A.B.

SAWCUT AND OVERLAY D TAESs VARIES)
/L
EXIST.

7.00'

FUTURE MEDIAN

BY OTHERS
PROP. A.B.
474+00 475+00

HEARTLAND PARKWAY SOUTH

PRIVATE
SESHE 7
94'
2-4" IRR.
1-6" /RR
TYP.
`TRACT BOUNDARY
q
,... 4 ,'4 '
•
Ik
N
476+00
24d: '0,11
477+00

TRACT BOUNDARY
-R/W'
«ONTitMC'IUR TO' REMOVE`" IN/LRFEkIN"G PORTIONS

OF MANHOLE CONE AND SLURRY BACKFILL

FUTURE CURB & GUTTER
BOLT QTH.ER..5
POTRERO (PBOUBL lC)LEVARD
U
CONSTRUCTION NOTES:
478+00
479+00
480+00
C.L. POTRERO BLVD.

FUTURE CITY OF BEAUMONT
12" BRINE LINE
1 C CONSTRUCT 5.5" A.C. OVER 6" CLASS 11 A.B. PER GEOTECH RECOMMENDATIONS.

O CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 03 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401. 05 CONSTRUCT CURB RAMP (CASE B) PER DETAIL ON SHEET 25
0 CONSTRUCT GUTTER DEPRESSION, CASE B, PER RIVERSIDE COUNTY STANDARD NO. 311. 30 GRIND AND OVERLAY PER DETAIL ON SHEET 12. @ INSTALL 100 WATT, HPS STREET LIGHT PER APPROVED STREET LIGHTING PLAN INSTALL 3" STEEL CONDUIT FOR FUTURE TRAFFIC SIGNAL
INSTALL #6 PULLBOX FOR FUTURE TRAFFIC SIGNAL
CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 29 SAW CUT EXIST AC PAVEMENT
CONST 15' WIDE COLD PLANE AND JOIN EXIST. PAVEMENT (1.5" MIN. THICKNESS) 32 CONSTRUCT DRIVEWAY PER COUNTY OF RIVERSIDE STD. NO. 207A. 40'
R/W
Lc
40'
80'
SCALE: 1"=40'
481+00
12O'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 6O FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5
Sta ntec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com

NED DATE
R.C L. 51835
DESIGN BY:

JE3
DRAWN BY:
1A
CHECKED BY:

VA3
SCALE:

AS NOTED
DATE:
09/'3/17
JOB NUMBER:
2042495810
Reviewed
By cUiA.9-- Viw
Recommended
Approved By:
for Approval By:d 0-t 14;
Director of Public Works
Date: }ONO
Date: 10/4117
Date! 4bifn

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E 6M St
Beaumont CA 92223
1Et: 951 789-85.20 PM 951 769-9526

CITY OF BEAUMONT, CALIFORNIA

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

POTRERO BOULEVARD
STA: 469+00.00 TO STA: 480+50.00
FOR: RSI COMMUNITIES -HEARTLAND, LLC
SHEET
12 OF 25 SHEETS
DRAWING NAME:

FILE NO.:

Page 1190 of 1910 ends

480+00
481+00
482+00
483+00
484+00
485+00
486+00
487+00
488+00
489+00
6 N
N
r
•

LINE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
OA
NOO'15'30'E
---
552.00'
---
©
90'0021"

35.00'

54.98'

35.00'
0 67'07'09"

35.00'

41.00'

23.22'
CD
NO0'15'30"E
---
719.02'
---
0E
N00'1530'E
---

52.69'
--
484

FUTURE CURB & GUTTER
TO, BE. UILL & ' 0JHERs_
485
486

RIGHT EDGE OF -PAVEMENT
FUTURE CITY, ©F B.EAUMONT
12» BRINE LINE
POTRERO (PUBL/Cl BOULEVARD
O1 REMOVE AND DISPOSE OF EXIST CONCRETE
•
•

HEARTLAND PARKWAY NORTH
I
487
t-vI

POTREK N) P
(PRIVATE)
SEE SHEET 11
r 39'
11' 28' _
78'

CONSTRUCTIONNOIES
3 I
Vl :•
co
1 53+82.54 ECR

SEE DETAIL

ITO RIGHT

EXISTING BRIDGE
(PROTECT IN PLACE)
•
/2425
OF aL
2425 -- -
RIGHT
4X'4' L=41,40'
24' MAX,
ANY DIREC17ON
241-,70
1C CONSTRUCT 5.5" A.C. OVER 6" CLASS II A.B. PER GEOTECH RECOMMENDATIONS. 02 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 03 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401. _'J CONSTRUCT CURB RAMP (CASE A) PER DETAIL ON SHEET 25 08 CONSTRUCT GUTTER DEPRESSION, CASE B, PER RIVERSIDE COUNTY STANDARD NO. 10 INSTALL 100 WATT, HPS STREET LIGHT PER APPROVED STREET LIGHTING PLAN Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
" RABBIT'
BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129

BY MARK

ENGINEER

DESCRIPTION

REVISIONS
PREPARED BY:

Stantec
258644 Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
-0A-'<-04:1 /J ftopt•17
N6D ARAuuo DATE
C E 57835
311.
14 INSTALL 3" STEEL CONDUIT FOR FUTURE TRAFFIC SIGNAL
15 INSTALL #6 PULLBOX FOR FUTURE TRAFFIC SIGNAL
29 SAW CUT EXIST AC PAVEMENT
GRIND AND OVERLAY PER DETAIL ON SHEET 12.

CONST. 15' WIDE COLD PLANE AND JOIN EXIST PAVEMENT (1.5" MIN. THICKNESS) C) CONST. 6" TYPE "D-1" CURB ONLY PER COUNTY OF RIVERSIDE STD. Na 203.

DESIGN BY:

JEz
DRAWN BY:
1A
CHECKED BY:

VAC
SCALE:

AS NOTED
DATE:
09/'Vl/
JOB NUMBER:
2042495810

EXIST CONCRETE
241762
FS
53+8.2.54 ECR
2418.76 FS
2418.82
co
TO BE CONCRL It
FILLED

PROFILE SCALE,
HORIZI 1'-40'
VERT, 1'-4'

JOIN EXIST BRIDGE EXIST SW
2419.47 TC

EXISTING BRIDGE
(PROTECT IN PLACE)
L43,97,- (TO BE ANCHORED WITH
4 RE -BARS, 18" O.C.)

PRE -MOLDED EXPANSION JOINT FILLER
-PEI? COUNTY OF RIV. STD. NO. 206.

PROPOSED CURB RETURN

AT EXISTING BRIDGE
DETAIL
(d
40' 0 40'
80'
120'
SCALE: 1"=40'
Reviewed By:C (L 9,
Recommended for Approval By.

Approved By:

Director of Public Works
Date: I 7
Date:IDW O

CITY OF BEAUMONT, CALIFORNIA
Date: _I 4411

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION TEL:
550E 6th St
ammo/4 C4 92223
(951) 769-8526' FAX.• t951) 769-8526

PUBLIC STREET IMPROVEMENT PLANS
TRACT 27971

POTRERO BOULEVARD
STA: 480+50.00 TO STA: 488+21.50
FOR: RSI COMMUNITIES -HEARTLAND, LLC
SHEET
13 OF 25 SHEETS
DRAWING NAME:

FILE NO.:
130

Page 1191 of 1910 ends

Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

SEARING: N 2739'52" E
EXIS
LINE
1-6" /R4
TYP.

PARCEL
2-4" IRR
t-6" /RR
TYP.

BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129

ENGINEER

FENCE PER LANDSCAPE

ARCHITECTS PLANS
r2-4"/RR
IRR
74-47.88ANGLE POINT ; --_ =—
LEFT V i � C.)/ � r 47f fJp".BG;
kb
xi h coo ,
a`O �' a,
Q�
A7+ -7 �Cl
r. .vfi 4r' f%.' ....

GATED EGRESS

PROPOSED CURB AND GUTTER,
SEE SHEET NO. 7

DESCRIPTION

REVISIONS
(PRI VA TE)
APPR. DATE
PREPARED BY:

NED ARAUJO
R.C.E. 5/835

EX/STING PARCEL
LINE
FENCE PER MANVSC4PE

ARCHITECTS PLANS
PARP
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com

Page 1192 of 1910 ends

EX/SANG PARCEL
L/NE

QVFESSI
44( No. 57835
CIVIL
7- 2-4" /RR
f 1-6" /RR
TYP.

S£D CURB AND GUTTER,
NO. 7
a3
£X/SANG PARCEL
LINE
O1 CONSTRUCT 4" A.C. OVER 9" CLASS II A.B. PER GEOTECH RECOMMENDATIONS. 02 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 0 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401. & LANDSCAPING PLANS @ INSTALL STREET LIGHT PER DETAIL ON SHEET 25.
@ CONSTRUCT TYPE "D" CURB PER COUNTY OF RIVERSIDE STANDARD NO. 204. 34 STAMPED / DECORATIVE CONCRETE PER GEOTECH RECOMMENDATIONS COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS.

DESIGN BY:

J i3
DRAWN BY:
-IA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/15/17
JOB NUMBER:
2042495810
Reviewed By:CLIfill9A11154A"
Date:10/07
Recommended for Approval By: CAL `P /ti' Date:(O/t 17
Approved By: Date:' 1 01
Director of Public Works

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E 6m St
Ottaunton4 C4 9222J
TEL: (951) 769-8520 FA.C (951) 769-8526

L/NE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
0A
17904'12"

5.00'
1563'
---
©
N82'39'10"E
---
106.13'
---
©
140'13"
994.00'

28.98'

14.49'
OD
8925'46"

10.00'

15.61'

9.90'
0E
N112257"E
---

22.79'
--
0F
9833'20"

10.00'

17.20'

11.62'
O
12'10'26"
182.00

38.67'

19.41'
0 N5753'18'E
---

6.75'
---
©
2550'04"
218.00'

90.69'

46.01'
O
179'58'34"

3.00'

9.43'
---
OK
10'1731"
975.00'
175.14'

87.81'
0 10'17'31''
981.00'
176.09'

88.28'
0 180'00'OO"

3.00'

9.42'
---
ON
89'08'54"

15.00'

23.34'

14.78'
00 8'16'16"
994.00'
14349'

71.87'
©
179'59'55"

5.00'

15.71'
---
®
076'58" + 1004.00'

4.96'

2.48'
®
2753'34"
150.00'

59.93'

30.37'
®S
N6755'40'E
---

6.79'
--
OT
3174'05"
150.00'

81.77'

41.93'
0 9030'04"

15.00'

23.69'

15.13'
0V
N939'49'E
---

14.82'
---

LINE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
O1
180'00'00"

3.00'

9.42'
---
02 N58'25'39'E
---

4.38'
---
03 1276'45"
500.00'
107.16'

53.78'
04 N46'08'541-
---

63.50'
---
05 10158'10"

10.00'

17.80'

12.34'
©
N315256'W
---

11.17'
---
07 90`18'35"

10.00'

15.76'

10.05'
®
N582539"E
---
174.95'
---
®
N46'08'54 "E
---

72.71'
---
14 40`0724"

77.00'

53.92'

28.12'
1O
N86'16'18"E
---

19.14'
---
1O
40'07'24"

71.00'

49.72'

25.93'
1O
8749'58"

20.00'

30.66'

19.26'
1 8743'08"

20.00'

30.62'

19.22'
1O
N86'16'18'E"
---

22.14'
---
C?
2809'14"
100.00'

49.14'

25.08'
0 N58'0704'E
---

49.97 -
13 180`00'00"

6.50'

20.42'
---
g
3026'06"

58.00'

30.81'

15.78'
24 N58'07'04'E
---
145.50'
---
0 90`00'00"

20.00'

31.42'

20.00'
Q
N315256"W
---
211'
---
SCALE: 1"----2

CITY OF BEAUMONT, CALIFORNIA

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

CASTELLO LANE

HEARTLAND PARKWAY NORTH & SOUTH

MEDIAN DETAILS OLIVEWOOD
FOR: RSI COMMUNITIES-HEART_AND, LLC
OF 25 SHEETS
DRAWING NAME:

FILE
3 __

=2448.44
10+00 11+00

HEARTLAND PARKWAY SOUTH
(PRIVATE)
SEE SHEET 7
0 1 56+94.01 ECR
/
/
V •
2kyG�-
8' -- 39 _ .. .. 39� ► 8'
___ 47' 4T' _ 47'
-� 94 '-

HEARTLAND PARKWAY SOUTH
AY

SEE MEDIAN DETAIL,
BELOW

CURVE DATA
nvIvi=iIc P11u VI
(PR/ VA TE)
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
0 8714'34"

35.00'

53.29'

33.35'
®
89'0723"

35.00'

54.44'

34.47'
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
0 0478'05"
869.00'

67.77'

33.90'
0 00'52'12"
2115.00'

32.12'

16.06'
OD
0408'38"
825.00'

59.67'

29.85'
CD
06'00'00"
847.29'

88.73'

44.40'
OE
36'33'40"
847.00'
540.48'
279.80'
00 06'00'00"
798.64'

83.63'

41.85'
OF
02'48'06"
847.00'

41.42'

20.71'
0 NO6 20'34 "E
---

27.92'
---
Q
02'48'06"
825.00'

40.34'

20.17'
{Q
0400'00"
852.97'

59.55'

29.79'
0 02'48'06"
869.00'

42.49'

21.25'
0 166'18'52"

2.25'

6.53'

18.75'
0 22'07'31"
825.00'
318.58'
161.30'
0 /V39'24'31 "W
---

2.67'
C)

2.6'34'45"
869.00'
403.12'
205.26'
O
16'20'16"
150.00'

42.77'

24.53'
0 01'37'46"
2071.00'

58.90'

29.45'
gU
N23'04'15"W
---

0.91'
---
LO
01'37'46"
2093.00'

59.52'

29.76'
®V
N36'4523"W
---

9.90'
---
g
1102'00"
150.00'

28.89'

14.49'
0 N25'4323"W
---

7.30'
---
itZ
CZ

GATED ACCESS
ER COURT �N
V t
DOJO
N 0
STREETSEE TR. 27
94_57'03 .Pc -f-?-
"Z.
! 1.16ECR oc
/77
a, Q%
CC. LL)
+° v
nt, 94. �.03'ECF?
i'ie-PCR
7,40;5;2.0

MEDIAN DETAIL
mo 10E a¢
N a 1 • 28 �' i
O
oP N
m 'CET
- - --= RpVEM

STRE ENT
EEM 27971-11
S
Ese-4) 04,
R/W-
0 ,27971-10
•27971"1.1,.,,,.! ,.. . ..v.. ...M_....'°
c{�
E5Pto
A.O Cl'
1�k1 OO

HOMESTEAD WAY
(PRIVATE)
mow--
40'
.I.
40'
SCALE: 1"=40'
80'
19+00
D
- -
P� R ty
S Coe C i ic
Iki
� ?8,
S�`^ T,Q �jjN7 PAN
120'

PROFILE SCALE-
HORIZ, 1•-40'
VERT, 1"4'
1 p'`s�¢? BAR
_?ate'° ryv
20+00
14144
41 COIISTRUC77 W NOTES -
U CONSTRUCT 4" A.C. OVER 9" CLASS II A.B. PER GEOTECH RECOMMENDATIONS. 02 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200 03 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401 04 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816 0 CONSTRUCT CURB RAMP (CASE A) PER DETAIL ON SHEET 25
10 INSTALL STEEL _ I LIGHT PER DETAIL ON SHEET 25.
14 INSTALL 3" STEEL CONDUIT FOR FUTURE TRAFFIC SIGNAL
INSTALL /6 PULLBOX FOR FUTURE TRAFFIC SIGNAL
20 CONSTRUCT 6" TYPE D CURB PER CITY OF RIVERSIDE STANDARD NO. 204 0 CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 22 CONSTRUCT CURB OUTLET DRAIN PER RIVERSIDE COUNTY STANDARD NO. 309 CONSTRUCT 5' WIDE X 10' LONG X 12" DEEP RIPRAP PAD, D50=6" 34 STAMPED / DECORATIVE CONCRETE PER GEOTECH RECOMMENDATIONS.

COLOR, SCORING, AND FINISH PER LANDSCAPE ARCHITECTS PLANS.

Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT'.

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

ENGINEER

REVISIONS
DATE
CITY
PREPARED BY:Ci
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
-00"0-• -•oripvievseretwr
ar- -JO DATE
SEAL
DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

AS NOTED
DATE:

JOB NUMBER:
2042495810
Reviewed By: ci4ML �- 9JY; Lr
Recommended for Approval By69 11• /4.

Approved By:
,CDVAA.-
Director of Public Works
Datel p
17 Date: 1 01117
Date: to 1 t I11

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 55lX ern n
ENGINEERING DIVISION Beaumont Ca 92223
1tz (*1) 769-85X r (951) 769-4526

PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971

LECCINO WAY

HOMESTEAD WAY
STA: 10+00.00 TO STA: 18+50.00
SHEET
15 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES -HEARTLAND, LLC
3130
FILE NO.:

Page 1193 of 1910 ends

1us1328-f02\workgroup\2042\active\2042495810\drawing\Sheet_Files\495810C-2015ST.dwg, 9/13/2017 3:12:08 PM, AutoCAD PDF (Smallest File).pc3

LINE/CURVE DATA

TANGENT
Ch
Qi
40 N
�
N
O
^
h^
N
hI
I
I
-0
N
I
I
N
Ni:
256.44'
253.75'
I
%
I
I
N
rn
LENGTH

50. 96'
c 'Sr
147. 40'
504. 98'
RADIUS
o
2115.00'
o
O
Q
825. 00'
I
I
Q
0 L 2071. 00'
Q
I
0 O
((�.��
I
I
in
I
I
(~
C3
I
"'V
3 "V
`V

BEARING/DELTA
in
J
C
0525 '32"
ti
NO3'54'03'E
%
NO3' 54'03'E
< }'
1742'15"
NO3° 54 '03"E
t
O
O
0-
(
O
^
CI)
2eO
0 OSO0000®8080
bmgc0091-0018S6fr solilopo ur`6DiM Dap\OIRC6dZd0Z�Oi/JD D`JPOZ\ A :`)MG /J3 UU o9D3 :A9 wdro r - LIOI, f! ddS Po )1c1

SIGNING & STRIPING CONSTRUCTION NOTES
0 INSTALL R1-1 "STOP" SIGN PER 2014 CA MUTCD, ON STREET NAME SIGN POST 7 E4 6 £A 0 THERMOPLASTIC 12" WHITE LIMIT LINE PER 2014 CA MUTCD, FIG. 38-103(CA). 25 LF 105 LF 0 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG 3B-23(CA). 11 EA 12 EA 04 PAINT 12" WIDE THERMOPLASTIC WHITE CROSSWALK LINES. 843 LF 445 LF 0 APPLY TYPE VII ARROW PER 2014 CA MUTCD, FIG. 38-24(CA). 6 EA 4 E4 06 APPLY TYPE IV ARROW PER PER 2014 CA MUTCD, FIG. 3B-24(CA). 18 £4 8 £A 0 APPLY TYPE I ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA). 10 EA 8 £A 8, APPLY 8" SOLID WHITE CHANNELIZING LINE PER 2014 CA MUTCD, FIG. 3A-112(CA), DET. 38A. 1450 LF 915 LF 0 THERMOPLASTIC "GUEST" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). 2 £A - 1 O PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET. 21. 8645 LF 2720 LF 11 PAINT 8" DOUBLE WHITE LINE PER 2014 CA MUTCD FIG. 3A-113(CA) DET. 43. 410 LF N/A 12 INSTALL R4-7 "KEEP RIGHT" SIGN PER 2014 CA MUTCD. 2 £A N/A 13 INSTALL R2-1 (35) SPEED LIMIT SIGN PER 2014 CA MUTCD. 5 EA 2 £4 14 PAINT 4" WHITE LINE PER 2014 CA MUTCD, FIG 3A-102(CA) DET. 5 995 LF 4025 LF 15 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 38-23(CA). 13305 IF N/A 16 APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. 3590 LF N/A 17 INSTALL RIGHT EDGE LINE PER FIGURE 3A-106 (CA). N/A 1817 LF 18 INSTALL R3 (35) END SPEED LIMIT SIGN PER 2014 CA MUTCD. 2 EA N/A INSTALL SIGN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 18 £A N/A 20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 38-23(CA). 9 FA 6 a

PRI VA TE PUBLIC
21 THERMOPLASTIC "RESIDENT" PAVEMENT MARKING PER 2014 CA MUTCD, FI0. 38-23(CA). 1 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD 816. 23 INSTALL SIGN WARNING SIGN W1-7
24 INSTALL CUSTOM SIGN PER DETAIL "E" ON SHEET 23
(DI THERMOPLASTIC "YIELD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 38-23(CA). 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG. 9C-3. 27 PAINT 4" WHITE CHEVRONS (SPACED PER PLAN)
0 RELOCATE SIGN PER PLAN
29 INSTALL SIGN "RIGHT LANE MUST TURN RIGHT" R3 -7R
30 INSTALL SIGN "f?IGHT LANE ENDS" W9 -1R
1 REMOVE/RELOCATE EXIST TYPE 1" MARKERS
32 INSTALL CUSTOM SIGN PER DETAIL 'F" ON SHEET 23
33 INSTALL SPEED HUMP ADVANCE WARNING MARKINGS 2014 CA MUTCD FIG. 38-30,31 (OPTION B) 34 INSTALL PEDESTRIAN CROSSING SIGN W11-2 PER CA MUTCD FIG. 38-17(CA) 35 INSTALL PEDESTRIAN CROSSING ARROW SIGN W16-79 PER CA MUTCD FIG. 3B-17(CA) 36 INSTALL SIGN W16 -9P PER CA MUTCD FIG. 38-17(CA)

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
2EA 20 EA 2E4
1 EA N/A
2 E4 -
1 EA N/A
32 EA N/A
700 LF 130 LF
N/A 7 EA
N/A 1 EA
N/A 1 EA
N/A 2 EA
2EA -
L.S. -
4 EA -
4EA -
4EA -
CITY 0
= BEAUty
GEAE9AL SiGNAGEASMFIVG 10A9TFSI

1. 0
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CALTRANS STANDARD SPECIFICATIONS / PLANS DATED 2015

CALIFO NIA

2. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE 2014 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

3. PAVEMENT LEGENDS SHALL EXACTLY MATCH THE CITY OF BEAUMONT STANDARD STENCILS.

4. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION84 OF THE 2015 CAL TRANS STANDARD SPECIFICATIONS, ENTITLED "MARKERS" ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS INSECTiON 95-1.02E OF 2015 CAL TRANS STANDARD SPECIf7CATIONS £NI7TLED "RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS"

5. THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO THE SECTION 84-2.02A, ENTITLED 'THERMOPLASTIC", AS SPECIf7ED IN THE CALTRANS STANDARD SPECIf7CANONS (2015 EDITION).

6. ALL TRAFFIC STRIPING, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL REMOVED BY WET SANDBLASTING AS DIRECTED BY THE ENGINEER.

7. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM.

8. SCARRED PAVEMENT SURFACES RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 91 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORD OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM.

9. ALL SIGN SIZES SHALL BE FOR CONVENTIONAL ROADWAYS IN ACCORDANCE WITH THE 2014 CALIFORNIA MUTCD, EXCEPT PARKING RELATED SIGNS SHALL BE 12X18'

10. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD KNOW, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 811 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE

11. STRIPING LAYOUT (CAT -TRACKING) SHALL BE APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO APPLICATION OF THE THERMOPLASTIC MATERIAL. CONTACT THE CITY PUBLIC WORKS INSPECTOR AT (951) 769-8520 (BEAUMONT) 2 WORKING DAYS PRIOR TO LAYOUT

12. STEEL SIGN POSTS INSTALLED IN CONCREIt AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT. ALL POSTS SHALL BE 2" TELESPAR POSTS UNLESS NOTED OTHERWISE sop 00, 01111. 1.10. 0016
PARCEL 17 ..rows
---"" 74-
OPPV
F „
200

INDEX MAP
200 400
Ir�
800
SCALE: 1"=200'
HAFT . 21.
qqK VALLEY... PARKWAY
,.,, .„„ a +.

PARCEL 17
I
PARCEL 181
_I
SHEET 21 1
(PRIVATE)v
r-- pi., Net: min
COURT

BELLINGHAM COURT
'FRANTaO STREET
PARCEL 13
COI✓NERCIAL. SITE,
31 ;8
t
�-I
56' R/w
tSA�I.

I
NOTE

ALL STREETS TO BE PRIVATE WITH

THE EXCEPTION OF POTRERO
BOULEVARD. POTRERO BOULEVARD

IS A PUBLIC STREET

PRIVATE STREETS ARE TO HAVE A

PUBLIC UTILITY AND EMERGENCY
ACCESS EASEMENTS.

Know what's below.
0111 before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST' AND
" RABBIT' .

BEARING: N 27'39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:
(:::Iii) Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
\ED ARAUJO
R.C.E. 57835 EXl3. 06-30-18
09/13/17
DATE
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2O4249581O
Reviewed By: t%U)
Recommended for Approval By..C?', -.9
4 IOLA,
Approved By:
oz,L.

Director of Public Works
Date: 1041 17
Date: 10/ 17
Date: ` 411101

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

SIGNAGE & STRIPING PLANS
TRACT 27971

SIGNAGE AND STRIPING

INDEX SHEET
SHEET
17 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES, L.L.C.

FILE NO.:
3,30

Page 1195 of 1910 ends

Plotted: Sep 13, 2017 — 3:03pm By: eccornerly
DWG: V:\2042\active\2042495810\drawing\rrodel_`iles\4958100-TB015.dwg

SIGNING & STRIPING CONSTRUCTION NOTES
O INSTALL R1-1 'STOP" SIGN PER 2014 CA MUTCD, ON STREET NAME SIGN POST 2® THERMOPLASTIC 12" WHITE LIMIT LINE PER 2014 CA MUTCD, FIG. 38-1O3(CA). 0 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). ® PAINT 12" WIDE THERMOPLASTIC WHITE CROSSWALK LINES
0 APPLY TYPE VII ARROW PER 2014 CA MUTCD, FIG. 38-24(CA). © APPLY TYPE IV ARROW PER PER 2014 CA MUTCD, FIG. 38-24(CA). 7O APPLY TYPE I ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA). ® APPLY 8" SOLID WHITE CHANNELIZING LINE PER 2014 CA MUTCD, FIG. 3A-112(CA), DET. 384 ® THERMOPLASTIC "GUEST" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 38-23(CA). 10 PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-1O4(CA) DET. 21.

CD PAINT 8" DOUBLE WHITE LINE PER 2014 CA MUTCD FIG. 3A-113(CA) DET. 43. 12 INSTALL R4-7 "KEEP RIGHT" SIGN PER 2014 CA MUTCD.
13 INSTALL R2-1 (35) SPEED LIMIT SIGN PER 2014 CA MUTCD. 14 PAINT 4" WHITE LINE PER 2014 CA MUTCD, FIG. 3A-1O2(CA) DET. 8. 15 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 38-23(CA).

CI APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) 17 INSTALL RIGHT EDGE LINE PER FIGURE 3A -1O6 (CA).

CI INSTALL R3 (35) END SPEED LIMIT SIGN PER 2014 CA MUTCD.

CI INSTALL SIGN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 3B-23(CA). 21 THERMOPLASTIC 'RESIDENT" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 38-23(CA). 22 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD 816. 23 INSTALL SIGN WARNING SIGN W1-7
24 INSTALL CUSTOM SIGN PER DETAIL "E" ON SHEET 23
25 THERMOPLASTIC "YIELD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 38-23(CA). 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG.9C-3. 27 PAINT 4" WHITE CHEVRONS (SPACED PER PLAN)

CI RELOCATE SIGN PER PLAN
29 INSTALL SIGN 'RIGHT LANE MUST TURN RIGHT" R3 -7R
30 INSTALL SIGN 'RIGHT LANE ENDS" W9 -1R
CI REMOVE/RELOCATE EXIST TYPE 1" MARKERS
32 INSTALL CUSTOM SIGN PER DETAIL 'F" ON SHEET 23
33 INSTALL SPEED HUMP ADVANCE WARNING MARKINGS 2014 CA MUTCD FIG. 38-30,31 (OPTION B) 34 INSTALL PEDESTRIAN CROSSING SIGN W11-2 PER CA MUTCD FIG. 38-17(CA) 35 INSTALL PEDESTRIAN CROSSING ARROW SIGN W16-79 PER CA MUTCD FIG. 3B-17(CA) 36 INSTALL SIGN W16 -9P PER CA MUTCD FIG. 38-17(CA)
37 INSTALL YIELD TO PEDESTRIAN SIGN R1 -5R PER CA MUTCD SECTION 38.16 38 PAINT TRIANGULAR YIELD LINE PER CA MUTCD SECTION 38.16 AND FIG. 38-14

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

PRI VA TE PUBLIC
7 EA
25 LF
11 EA
.SX ZXIK 1020
6EA
18 EA
10 EA
1450 LF
2EA
8645 LF
410 LF
2 EA
5EA
995 LF
13305 LF
DET.39A. 3590 LF
N/A
2 E4
18 EA
9 E4
2 E4
20 EA
1 EA
2 EA
1 E4
32 EA
700 LF
N/A
N/A
N/A
N/A
2EA
L.S.
4 EA
4EA
4 EA
2EA
2EA
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
6EA
105 LF
12 EA
LF 445 LF
4EA
8 EA
8 E4
915 LF
2720 LF
N/A
N/A
2 E4
4025 LF
N/A
N/A
1817 LF
N/A
N/A
6EA
2EA
N/A
N/A
N/A
130 LF
7EA
1 EA
1 EA
2 E4
(c,
A— I,
QP �
444 a 40
> 4L.'
•
A 4 ,
CITY OF 3EAUV
GENERAL SK IAGE/STA/Ps"NG NOTES.

1. 0\T, CALFO\A
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CAL TRANS STANDARD SPECIFICATIONS / PLANS DATED 2015 1 2. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE 2014 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

3. PAVEMENT LEGENDS SHALL EXACTLY MATCH THE CITY OF BEAUMONT STANDARD STENCILS.

4. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION84 OF THE 2015 CAL TRANS STANDARD SPECIFICATIONS, ENTITLED 'MARKERS' ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS INSECT/ON 95-1.02E OF 2015 CAL TRANS STANDARD SPECIFICATIONS ENTITLED "RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS!

5. 6.

THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO THE SECTION 84-2.02A, ENTITLED THERMOPLASTIC'; AS SPECIFIED IN THE CAL TRANS STANDARD SPECIFICATIONS (2015 EDITION).

ALL TRAFFIC STRIPING, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL REMOVED BY WET SANDBLASTING AS DIRECTED BY THE ENGINEER.

9. ALL SIGN SIZES SHALL BE FOR CONVENTIONAL ROADWAYS IN ACCORDANCE WITH THE 2014 CALIFORNIA MUTCD, EXCEPT PARKING RELATED SIGNS SHALL BE 17)(18!

10. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD KNOW, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A) AT 811 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE

12. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT. ALL POSTS SHALL BE 2" TELESPAR POSTS UNLESS NOTED OTHERWISE.

T.5
ego
40 48
Nee
L
l ,
1 R
l 1Th4 C T,/l/��2797t,43
CO,
F
,9 18 <�� ,30 32 4" / ), `•
ij29
New
amp
few
PARCEL 17

OPEN SPACE
14 -% III. HEET
♦ ` •
64 ♦ ♦
4 6,3 \ � #-......../..;L 3 e �`C 0r12S'12211:
52 k 44 co
' A A A
4 A:A
200
_--_y�SHEET21 =
=OAK _VALLEY PARKWAY_ ----�,
_ 1
�row► ow_
�T
/•
)1i YU
• 7()::::0;17\94'-:\eojg\e,24;4Th'-----8898
•
♦♦ •
♦
♦♦
•
0797 ��7 0
♦ 2 57 69
SHEET 19 N0'
56 �► • "76b1.�14� Iftlk°
\\4 ,6
, z a 54 661 - I
= 45

INDEX MAP
200 400
800
SCALE: 1"=200'
III
PARCEL 17

SALEM COURT
i
1 l
PARCEL 181
1 SHEET 21 I
1 ewe
55 PARCEL 13

COMMERCIAL SITE
J
vw
I
NOTE

ALL STREETS TO BE PRIVATE WITH

THE EXCEPTION OF POTRERO
BOULEVARD. POTRERO BOULEVARD

IS A PUBLIC STREET

PRIVATE STREETS ARE TO HAVE A

PUBLIC UTILITY AND EMERGENCY
ACCESS EASEMENTS.

Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 27'39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
VAD
ADDED CROSSWALK AND STRIPING TO SHEET 23
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
05/08/18

NED ARAUJO
R.C.E. 57835 EXP. 06-30-18
DATE
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
05/08/18
JOB NUMBER:
2042495810
Reviewed By: Date:

Recommended for Approval By: Date:

Approved By: Date:

Director of Public Works

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

CITY OF BEAUMONT, CALIFORNIA
SIGNAGE (Sc STRIPING PLANS
TRACT 27971

SIGNAGE AND STRIPING

INDEX SHEET
FOR: RSI COMMUNITIES, L.L.C.

SHEET
17 OF 25 SHEETS
DRAWING NAME:

FILE NO.:

Page 1196 of 1910 ends

Plotted: May 08, 2018 — 4:18pm By: vdelgadojr
DWG: V: \2042\active\2042495810\drawing\Sheet_Files\495810C-1001 Sl.dwg

SIGNING & STRIPING CONSTRUCTION NOTES
10 PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET. 21. @ APPLY 6" SOLID WHITE BIKE LANE PER 2014 CA MUTCD FIG. 3A-112(CA) DET. 39. 16 APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. ® INSTALL SIGN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG 9C-3. 33 INSTALL SPEED HUMP ADVANCE WARNING MARKINGS 2014 CA MUTCD FIG. 3B-30,31 (OPTION B) 34 INSTALL PEDESTRIAN CROSSING SIGN W11-2 PER CA MUTCD FIG. 3B-17(CA) 35 INSTALL PEDESTRIAN CROSSING ARROW SIGN W16 -7P PER CA MUTCD FIG. 3B-17(CA) 36 INSTALL SIGN W16 -9P PER CA MUTCD F/G. 3B-17(CA)

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
f%z
RACT NO. 2797\1-1

HEARTLAND PARKWAY SOUTH
(PRIVATE)

AMHERST
WAY
r
50 50
100
150

HEARTLAND PARKWAY SOUTH

PRIVATE)
O
Q�.

SCALE:: 1 "=50'

CLIFTON
WAY
50 50
100

2.1 W
150
SCALE: 1 "=50'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT'.

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

NED ARAUJC
R.C.F.. 57835
SEAL
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
.XP. 06- 30 -' 8
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2042495810
Reviewed By: C9IVOLZ.93t.

Recommended for A proval By,:0419-4
Approved By:

Director of Public Works
DateJ01 ?// 1
Date: jolt/i
Date: (i'��',

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont CA 92223
TEL: (951 769-8520 FAX: (951) 769-8526
FOR: RSI COMMUNITIES, L.L.C.

SIGNAGE Sc STRIPING PLANS
TRACT 27971
SIGNAGE AND STRIPING ouvv\EivAvyooD

HEARTLAND PKWY SOUTH
S TA. vim f signyt00. 00
SHEET
18 OF 25 SHEETS
DRAWING NAME:

FILE NO.:
(310

Page 1197 of 1910 ends

40406176,46,:(4
7 SIGNING & STRIPING CONSTRUCTION NOTES
0 APPLY TYPE VII ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA).

Q APPLY TYPE IV ARROW PER PER 2014 CA MUTCD, FIG. 3B-24(CA).

O APPLY TYPE I ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA). ® APPLY 8" SOLID WHITE CHANNELIZING LINE PER 2014 CA MUTCD, FIG. 3A-112(CA), DEL 38A. 10 PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET. 21. 11 PAINT 8" DOUBLE WHITE LINE PER 2014 CA MUTCD FIG. 3A-113(CA) DEL 43. 13 INSTALL R2-1 (35) SPEED LIMIT SIGN PER 2014 CA MUTCD. 14 PAINT 4" WHITE LINE PER 2014 CA MUTCD, FIG. 3A-102(CA) DEL 8. 15 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). 16 APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. 19 INSTALL SIGN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 38-23(CA). 25 THERMOPLASTIC 'YIELD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 38-23(CA). 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG.9C-3. 32 INSTALL CUSTOM SIGN PER DETAIL 'F" ON SHEET 23

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

CZ)`r
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

TALLAHASSEE WA Y

BISMARK WA Y

HEARTLAND PARKWA
(PRIVATE)
/ HOMESTEAD
Y
ratdro
SEE ETAIL C SHEET 23

FOR SIG 'AGE & STRIPING PLAN
/
y

HEARTLAND PARKWAY SOUTH
(PRIVATE)
z
r
50 0 50
SCALE: 1 "=50'
"0O7,
V��.4940
O
SEE DETAIL D SHEET 23

FOR SIGNAGE & STRIPING PLAN /
50 100
50 100
150
150
SCALE: 1 "=50'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 27°39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:

Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
NED ARAU„0
R.C.E. 57835 EXP. 06-30---18
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2O4249581O
Reviewed By: C41
Recommended for Approval By:

Approved By:

Director of Public Works
Date: ID 7
Date:(14/17
Date: 1‘111111

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

CITY OF BEAUMONT, CALIFORNIA

SIGNAGE & STRIPING PLANS
TRACT 27971
SIGNAGE AND STRIPING 0 LI WAWOOD

HEARTLAND PKWY SOUTH
STA. 37+00.00 TO STA. 64+33.02
SHEET
19 OF. 25_ SHEETS
FOR: RSI COMMUNITIES, L.L.C.

DRAWING NAME:

Page 1198 of 1910 ends

kts
N
1 24
1 9FF

SIGNING & STRIPING CONSTRUCTION NOTES
23 105
® APPLY TYPE VII ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA). © APPLY TYPE IV ARROW PER PER 2014 CA MUTCD, FIG. 3B-24(CA). 0 APPLY TYPE I ARROW PER 2014 CA MUTCD, FIG. 38-24(CA). ® APPLY 8" SOLID WHITE CHANNELIZING LINE PER 2014 CA MUTCD, FIG. 3A-112(CA), DET 38A. 10 PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET. 21. 11 PAINT 8" DOUBLE WHITE LINE PER 2014 CA MUTCD FIG. 3A-113(CA) DET. 43. 13 INSTALL R2-1 (35) SPEED LIMIT SIGN PER 2014 CA MUTCD. 14 PAINT 4" WHITE LINE PER 2014 CA MUTCD, FIG. 3A-102(CA) DET. 8. 15 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). 16 APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A.

CI INSTALL SIGN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 38-23(CA). 25 THERMOPLASTIC "YIELD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 38-23(CA). 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG. 9C-3. 32 INSTALL CUSTOM SIGN PER DETAIL "F" ON SHEET 23
37 INSTALL YIELD TO PEDESTRIAN SIGN R1 -5R PER CA MUTCD SECTION 38.16 38 PAINT TRIANGULAR YIELD LINE PER CA MUTCD SECTION 38.16 AND FIG. 38-14

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
t
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
122

TALLAHASSEE WAY
121
1 2
0 108
119
41 118
117
�STOP I
116 115
4 114

BISMARK WA Y
,I I
-I —
II I
�dOIS 1\
HOPEELL =--_
113
112
111
110
25 - � r
1C
1 07
106
-

HEARTLAND PARKWAY SOUTH
(PRIVATE)

HOMESTEAD
WAY\\
SEE QETAIL C SHEET 23

FOR SIG GE & STRIPING PLAN

HEARTLAND PARKWAY SOUTH
(PRIVATE)
104
103
13 101
i
/
/
50 50 100
III
•
150
SCALE: 1 "=50'
SEE DETAIL D SHEET 23

FOR SIGNAGE & STRIPING PLAN
50 50 100
150
SCALE: 1"=50'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 27'39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
VAD
ADDED CROSSWALK, STRIPING & SIGNS 50+00
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-M20 stantec.com
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

NED ARAUJO
R.C.E. 57835 EXP. 06-30-18
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
05/08/18
JOB NUMBER:
2O4249581O

CITY OF BEAUMONT, CALIFORNIA
Reviewed By: Date:

Recommended for Approval By: Date:

Approved By: Date:

Director of Public Works

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

SIGNAGE & STRIPING PLANS
TRACT 27971

SIGNAGE AND STRIPING OLI VEA OOD

HEARTLAND PKWY SOUTH
STA. 37+00.00 TO STA. 64+33.02
SHEET
19 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES, L.L.C.

FILE NO.:

Page 1199 of 1910 ends

SIGNING & STRIPING CONSTRUCTION NOTES
0 PA/NT 12" WIDE THERMOPLASTIC WHITE CROSSWALK LINES.
10 PA/NT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET. 21. ()THERMOPLASTIC 'STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). 16 APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. 19 INSTALL SIGN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG 9C-3. 33 INSTALL SPEED HUMP ADVANCE WARNING MARKINGS 2014 CA MUTCD FIG. 3B-30,31 (OPTION B) 34 INSTALL PEDESTRIAN CROSSING SIGN W11-2 PER CA MUTCD FIG. 3B-17(CA) 35 INSTALL PEDESTRIAN CROSSING ARROW SIGN W16 -7P PER CA MUTCD FIG. 3B-17(CA) 36 INSTALL SIGN W16 -9P PER CA MUTCD FIG. 3B-17(CA)

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

KIMBALL
COURT
iE

COLUMBUS
COURT

HEARTLAND PARKWAY NORTH
(PRIVATE)
C.G.

R/W

CANF/ELD
COURT
ST. CL

SANTA FE
COURT

HEARTLAND PARKWAY NORTH
(PRIVATE)
MONROE
COURT
50 SCALE: 1 "=50'
SCALE: 1 "=50'
50 100 150
c.

R/W
/I
CHL/NE SEE SHEET 21
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 27"39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com

NED ARAUJO
R.G.E. 57835 EXP. 06-30-18
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2O4249581O
Reviewed By: CSAituitL• SL
1YL---
Recommended for Approval By:

Approved By:
f,9),
Director of Public Works
Date: f
4A. Date: 1B 17
Date: 1, 111

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

SIGNAGE & STRIPING PLANS
TRACT 27971
SIGNAGE AND STRIPING CA=r

HEARTLAND PKWY NORTH
STA. 10+00.00 TO STA. 35+00.00
SHEET
20 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES, L.L.C.

FILE tNO.:

Page 1200 of 1910 ends

SIGNING & STRIPING CONSTRUCTION NOTES
01 INSTALL R1-1 "STOP" S/GN PER 2014 CA MUTCD, ON STREET NAME SIGN POST ® THERMOPLASTIC 12" WHITE LIMIT L/NE PER 2014 CA MUTCD, FIG. 3B-103(CA). 03 THERMOPLASTIC 'STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). ® PAINT 12" WIDE THERMOPLASTIC WHITE CROSSWALK LINES
05 APPLY TYPE V// ARROW PER 2014 CA MUTCD, FIG. 38-24(CA).

Q APPLY TYPE IV ARROW PER PER 2014 CA MUTCD, FIG. 38-24(CA). ® APPLY TYPE I ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA). ® APPLY 8" SOLID WHITE CHANNEL/ZING L/NE PER 2014 CA MUTCD, FIG. 3A-112(CA), DET. 38A. ® THERMOPLASTIC "GUEST" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 38-23(CA). 10 PAINT 4" DOUBLE YELLOW L/NE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET 21. 11 PANT 8" DOUBLE WHITE L/NE PER 2014 CA MUTCD FIG. 3A-113(CA) DET 43. 13 INSTALL R2-1 (35) SPEED LIMIT S/GN PER 2014 CA MUTCD. 14 PAINT 4" WHITE L/NE PER 2014 CA MUTCD, FIG. 3A-102(CA) DET. 8. @ THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). @ APPLY 6" DASHED WHITE BIKE LANE INTERSECTION L/NE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. 18 INSTALL R3 (35) END SPEED LIMIT S/GN PER 2014 CA MUTCD. 19 INSTALL S/GN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG 3B-23(CA). 21 THERMOPLASTIC "RESIDENT" PAVEMENT MARKING PER 2014 CA MUTCD, FIG 38-23(CA). 22 INSTALL STREET NAME S/GN PER RIVERSIDE COUNTY STANDARD 816.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

MONTG

PLACE HOMESTEAD WAY

HEARTLAND PARKWAY NORTH
(PRIVATE)
50 50 100 150
SCALE:: 1 "=50'
(PUBLIC)

PO TRERO BOULEVARD
FUTURE _!

IMPROVEMENTS
SEE DETAIL B SHEET 23

FOR SIGNAGE & STRIPING PLAN
(PUBLIC)

HEARTLAND PARKWAY NORTH
(PRIVATE)
50 0
50 100
SCALE: 1 "=50'
150
Know what's below.

CaII before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST' AND
"RABBIT'.

BEARING.. N 27°39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

NED ARAUJC
R.C.E. 57835 EXP. 06--30-18
09/13/17
DATE
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2042495810
Reviewed By:(11 + it • 9A
Recommended for Approval By:C 1Z,
Approved By: �----
Director of Public Works
Date:Laida
Dote: II/ZI7
Date:1'1

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 8th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

SIGNAGE & STRIPING PLANS
TRACT 27971

SIGNAGE AND STRIPING CASTEELLO
LAN

HEARTLAND PKWY NORTH
STA. 35+00.00 TO STA. 54+72.54
SHEET
21 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES, L.L.C.

FILE NO.:
l

Page 1201 of 1910 ends

HEARTLAND PKWY SOUTH
i

SIGNING & STRIPING CONSTRUCTION NOTES
10 PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG: 3A-104(CA) DET. 21. 15 THERMOPLASTIC "STOP" PAVEMENT MARKING' PER 2014 CA MUTCD, FIG. 3B-23(CA). 16 APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. 19 INSTALL SIGN "CROSS TRAFFIC DOES NOT STOP" PER MUTCD W4 -4P. 20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 3B-23(CA). l INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD 816. 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG. 9C-3.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
1 HEARTLAND

D PKWY SOUTH')
SEE DETAIL C SHEET 23

FOR SIGNAGE & STRIPING PLAN

HOMESTEAD WAY
lPPoVATE/

HOMESTEAD WAY
/Pq/VATEI
50 0
50 100
150
SCALE: 1 "=50'
50 0

HEARTLAND PKWY NORTH
HEARTLAND P r
K�/Y NORTH
SEE DETAIL A SHEET 23

FOR SIGNAGE & STRIPING PLAN
50 100 150
SCALE: 1 "=50'
N
i
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:5
Stantec
258644 Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
09/13/17

NED ARAUJO
R.C.E. 57835 EXP. 06-30--18
DATE
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2O4249581O
L944-
Reviewed By: `iib
Recommended for Approval By:
�� " • 9APP
.

Approved By:

Director of Public Works
Date: Mb
Date:10101
Date: UPI! I l

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

SIGNAGE & STRIPING PLANS
TRACT 27971

SIGNAGE AND STRIPING

HOMESTEAD WAY L WAY O
STA. 10+00.00 TO STA. 26+25.88
SHEET
22 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES, L.L.C.

FILE NO.: _

Page 1202 of 1910 ends

Plotted: Sep 13, 2017 — 3:04pm By: ecconnerly
DWG: V: \2042\active\20424958°0\drawing\model_files\495810C-TB015.dwg

21 HEARTLAND PARKWAY NORTH
C.G

HOMESTEAD WAY

DETAIL A - HEARTLAND PKWY NORTH & HOMESTEAD WAY
SCALE P = 40'
(PRIVATE

HOMESTEAD WAY

DETAIL C - HEARTLAND PKWY SOUTH & HOMESTEAD WAY
SCALE P - 4O'
(PRIVATE

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

I NING STRIPING N TE S G & NOTES
O INSTALL R1-1 "STOP" SIGN PER 2014 CA MUTCD, ON STREET NAME SIGN POST O THERMOPLASTIC 12" WHITE LIMIT LINE PER 2014 CA MUTCD, FIG. 3B-103(CA). 03 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 38-23(CA). 0 PAINT 12" WIDE THERMOPLASTIC WHITE CROSSWALK LINES.

O APPLY TYPE VII ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA). ® APPLY TYPE IV ARROW PER PER 2014 CA MUTCD, FIG. 3B-24(CA) (7 APPLY TYPE I ARROW PER 2014 CA MUTCD, FIG. 3B-24(CA). ® APPLY 8" SOLID WHITE CHANNELIZING LINE PER 2014 CA MUTCD, FIG. 3A-112(CA), DEL 38A. ® THERMOPLASTIC "GUEST" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 38-23(CA). 10 PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET. 21. 0 PAINT 8" DOUBLE WHITE LINE PER 2014 CA MUTCD FIG. 3A-113(CA) DET. 43. 13 INSTALL R2-1 (35) SPEED LIMIT SIGN PER 2014 CA MUTCD. 14 PAINT 4" WHITE LINE PER 2014 CA MUTCD, FIG. 3A-102(CA) DEL 8. @ THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). @ APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. 17 INSTALL RIGHT EDGE LINE PER FIGURE 3A-106 (CA).
18 INSTALL R3 (35) END SPEED LIMIT SIGN PER 2014 CA MUTCD. 20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 3B-23(CA).

O THERMOPLASTIC 'RESIDENT" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). 22 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD 816. 23 INSTALL SIGN WARNING SIGN W1-7
24 INSTALL CUSTOM SIGN PER DETAIL "E" ON SHEET 23
25 THERMOPLASTIC 'YIELD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 3B-23(CA). 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG. 9C-3. 27 PAINT 4" WHITE CHEVRONS (SPACED PER PLAN)
28 RELOCATE SIGN PER PLAN
29 INSTALL SIGN 'RIGHT LANE MUST TURN RIGHT" RJ-7R
30 INSTALL SIGN "RIGHT LANE ENDS" W9 -1R
31 REMOVE/RELOCATE EXIST TYPE 1" MARKERS
t

RESIDENTS
ALL

VISITORS

DETAIL E - CUSTOM PLAQUE
• _
GUEST/
RESIDENTS 411

DETAIL F - CUSTOM PLAQUE
40 20 0 40 80 120

GRAPHIC SCALE ( IN FEET I
1 inch = 40 ft.

NOTE: POTRERO BLVD. STRIPING IS FOR INTERIM CONDITION. EAST SIDE OF STREET TO BE BUILT BY OTHERS IN THE FUTURE.

HEARTLAND

PARKWAY
i NORTH (PRIVATE)
•
•
SEE SHEET 24
SEE SHEET 24
I%
21)DETA/L B - HEARTLAND PKWY NORTH & POTRERO BLVD.

PARK
PARCEL 20
PARCEL 13
SCALE' >' � 40' 1" = 4©'

HEARTLAND PARKWAY

SOUTH (PRIVATE)
/
(A)
19DETAIL D - HEARTLAND PKWY SOUTH B POTRERO BLVD
SCALE' P - 40'
SEE SHEET 24rzo
(L)
fIJ
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 27°39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448,129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com

NED ARALJO
R.C.E. 57835 EXP. 06-30.18
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2O4249581O
Reviewed
By:cieliLis4L
Recommended for Approval By: allt`•%'
Approved By:
(110.•..

Director of Public Works
Dote:1Df z/ii
Date:10107
Date: 1 4 bpi 11

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
SIGNAGE Sc STRIPING PLANS
TRACT 27971

SIGNAGE AND STRIPING

HEARTLAND PKWY
OLIVEwooD WAY &

INTERSECTIONS CASTELLO LANE
SHEET
2V
OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES, L.L.C.

FILE 6Y)

Page 1203 of 1910 ends

Plotted: Sep 13, 2017 3:04pm 8y: ecconnerly
DWG: V: \2042\active\2042495810\drawing\model__files\495810C-1 B015.dwg

HEARTLAND PARKWAY SOUTH
(PRIVATE)
-- -- ----- --
4 RELOCATE

TYPE MARKER

RELOCATE

TYPE L MARKER
470

EX STRIPING
(PROTECT IN PLACE)
I
471
EX. SIGNAL
(PROTECT I PLACE)
-f-

EX SIGNAGE
(PROTECT IN PLACE)

HEARTLAND PARKWAY NORTH
(PRIVATE)
L)

EX LIGHT STANDARD
(PROTECT IN PLACE)

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
14 12'
12'
14'
12 (R,
17 EX BIKE LANE SIGN
(TO BE REMOVED AND REUSED)

EX LIGHT STANDARD
(PROTECT IN PLACE)
R7- 1
(L)
REMOVE

TYPE L MARKER
N
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
(R)
CL POTRERO BLVD.

POTRERO OULEVA D
50 25
O
- CL POTRERO BL VD -

FUTURE ST IMPROVEMENTS
III
50 SPEED
LIMIT
35 100

POTRERO BOULEVA D

EX SIGNAGE
(PROTECT IN PLACE)
(PUBLIC)
CONTRACTOR TO SANDBLAST ALL EXISTING PAVEMENT MARKINGS 1131.4' R2-1 EX SIGNAGE
(PROTECT IN PLACE)
(PUBLIC)
150

GRAPHIC SCALE ( IN FEET )
1 inch = 50 ft.
(2) R3-5 EX SIGNAGE
(PROTECT IN PLACE)
R7-1Iz

EX SIGNAGE
(PROTECT IN PLACE)
"CCIQ
W
w
W
l 1
f, O
14 C�
rQ^
k.41
kl)
IIT

REEL ATE EX

BIKE E SIGN
EX. SI lOGE..-
P. -R JECI 7N RZ, )
FUTURE ST. IMPROVEMENTS
EX. IMPROVEMENTS

SIGNING & STRIPING CONSTRUCTION NOTES
�1 INSTALL R1-1 "STOP" SIGN PER 2014 CA MUTCD, ON STREET NAME SIGN POST °2 THERMOPLASTIC 12" WHITE LIMIT LINE PER 2014 CA MUTCD, FIG. 38-103(CA). °3 THERMOPLASTIC "STOP" PAVEMENT MARKING PER 2014 CA MUTCD, FIG. 3B-23(CA). ® PAINT 12" WIDE THERMOPLASTIC WHITE CROSSWALK LINES.

O APPLY TYPE VII ARROW PER 2014 CA MUTCD, FIG. 38-24(CA). © APPLY TYPE IV ARROW PER PER 2014 CA MUTCD, FIG. 38-24(CA). 07 APPLY TYPE I ARROW PER 2014 CA MUTCD, FIG. 38-24(CA). ® APPLY 8" SOLID WHITE CHANNELIZING LINE PER 2014 CA MUTCD, FIG. 3A-112(CA), DET 38A. 10 PAINT 4" DOUBLE YELLOW LINE PER 2014 CA MUTCD, FIG. 3A-104(CA) DET 21. 13 INSTALL R2-1 (35) SPEED LIMIT SIGN PER 2014 CA MUTCD. 14 PAINT 4" WHITE LINE PER 2014 CA MUTCD, FIG. 3A-102(CA) DET 8. 15 APPLY 6" SOLID WHITE BIKE LANE PER 2014 CA MUTCD FIG. 3A-112(CA) DET. 39. 16 APPLY 6" DASHED WHITE BIKE LANE INTERSECTION LINE PER 2014 CA MUTCD FIG. 3A-112(CA) DET.39A. 17 INSTALL RIGHT EDGE LINE PER FIGURE 3A-106 (CA).
20 APPLY THERMOPLASTIC "STOP AHEAD" PAVEMENT MARKING PER 2014 CA MUTCD FIG. 3B-23(CA). 22 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD 816. 26 APPLY CASE C BIKE SYMBOL PER 2014 CA MUTCD, FIG 9C-3. 27 PAINT 4" WHITE CHEVRONS (SPACED PER PLAN)
28 RELOCATE SIGN PER PLAN
29 INSTALL SIGN "RIGHT LANE MUST TURN RIGHT" R3 -7R
30 INSTALL SIGN "RIGHT LANE ENDS" W9 -1R
0 REMOVE/RELOCATE EXIST TYPE 2" MARKERS

NOTE' APPROVAL OF THESE PLANS APPLY ONLY

WITHIN THE JURISDICTION OF THE CITY OF BEAUMONT
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST' AND
"RABBIT' .

BEARING: N 27°39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:CiD
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
NED ARAUu0
R.C.E. 57835 EXP. 06-30---18
09/13/17
DATE
SEAL
DESIGN BY:

TDA
DRAWN BY:

TDA
CHECKED BY:

VAD
SCALE:

AS NOTED
DATE:
09/13/17
JOB NUMBER:
2O4249581O
Reviewed By:a34 '34 f' 9231-10L-
LAII
Recommended for Approval B roval :��
y
Approved By:

Director of Public Works
Date:10107
Date:Olt 17
Date: t
111

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 8th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

SIGNAGE & STRIPING PLANS
TRACT 27971

SIGNING AND STRIPING

POTRERO BOULEVARD
SHEET
24 OF 25 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES, L.L.C.

FILE NO.:
31 30

Page 1204 of 1910 ends

Plotted: Sep 13, 2017 --- 3:04pm By: ecconnerly
DWG: V: \2042\active\2042495810\drawing\model_files\495810C-TB015.dwg

A/4 . CONSTRUCTION NOTES:
1/2 DELTA
6' TO FL
1/2 DELTA
TC=COP OF CURB
-'"
T
6' TO FL
/2 TC GR_At?. �. -

1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO
O
N
BCR •
--., - = �_._ ...._..._._..
\\, 1/4 °ELTA ! 4 ' EXPANSION JOINT
\ g (SEE STD. NO.205)
,; O \Fz�� ;;
f 9 / ��9 //44
WEAKENED PLANE JOINT i "�, t ��
t `� I
{SEE NOTE ! �f> T ;:: I
(15' MAX.) ; 4. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS

PROFILE SHALL BE FLUSH AND FREE OF ABRUPT CHANGES,
s - CROSSWALK
.. °
\1 / CROSSWALK
\' �,
WHENSJWISATTHERIW.OR. .

WHEN MEANDERING
A,4 4' MIN.
c' ' `. /'i �C
� Q
��
::.,
`\• N \ 3 ''' ,, / . ♦ ----4 MIN.
\/ `
5 NSID
T
i TABLE,X ! ERATIONS ARE REQUIRED A EE SPECIFICATIONS (SECTION SPECIAL 604). —
�?
}
- _ , ___

EXPANSION JOINT -
" T
is/
` '•'i-�-
---- SEE TABLE X ON SHEET 3
_._... _ — —

EXPANSION JOINT
-
-:__ _--' ./
�` �� °'I`-'-- -i
�=--- � SEE TABLE X ON SHEET 3
CF
SIDE
RADIOS '- i S _--__
)(
TC GRADE ALONG CURB RETURN 6. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP � � TO 10% AT CURB TO CONFORM WITH

LONGITUDINAL SIDEWALK
(SEE STD. N0.205)
F
_ -- - i
�
! T
(SEE STD- NO. 205)--►
. ', :, l J , � 1
3 SIN}

FT I SLOPE
1 %
2% 3%
4% 5%
6% SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE B). _ _
.--..- .
- - __
/

I A RAMP CONSTRUCTION
co t
I SHALL INCLUDE CURB a
i
7' J co
i /
y
p
j "A RAMP CONSTRUCTION j

SHALL INCLUDE CURB
I
6"
X

S RADIUS
_ ._._

4.6 4.2
`.
.9
t

3.6 3.4
3 7. CONSTRUCT WEAKENED PLANE JOINTS AT 1/4 DELTAS WHEN RADIUS

3.2 1, EQUALS 35' AND AT INSIDE EDGE OF GROOVED BORDER WHEN EQUALS 25'.

CURB AND GUTTER DETAILS PER
STD. NO. 200 OR 201 --'
re I
10 MIN.
,
I'
12'
AND GUTTER AND s

SIDEWALK FROM
I

BCR TO ECR

CURB AND GUTTER DETAILS PER
STD. NO. OR 201 --r
/
SEE NOTE 11 AND DETAIL BELOW /
U
10'
-"- -
I.,_........ 12'

AND GUTTER AND

SIDEWALK FROM

I BCR TO ECR

1.67" TO 2.35"
i
3 1
.-._. -_ ..,
'
t 8«
35' 10%
._ ..__., ... -..
35' j 0%
XL
Xs
XL

5.6 --.--._.---__ _...._..___

6.1 7.5

6.3 5.6

8.4 7.2
�.--_..__.___

5.2 9.6

8.4 4.8

11.2 10.0
___._..._ _ . ...._

4.5 t 13.4

12.5 I ! 8. IF EXPANSIVE SOIL IS ENCOUNTERED, THEN RAMP SHALL BE .._..__._� i CONSTRUCTED OVER CLASS 2 AGGREGATE MATERIAL.

4.2 I

9. CONCRETE SHALL BE CLASS B.

15.0 10. MAXIMUM SLOPES OF ADJOINING GUTTERS: THE ROAD SURFACE

GIST 7 F4A/m DOVES
,
4' *
SEE NOTE 10 ,
4'
SEE NOTE 10
„!

CENTER TO

CONSTRUCT RETAINING CENTER

IMMEDIATELY ADJACENT TO THE CURB RAMP AND CONTINUOUS
•: ! PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5% WITHIN 4' i OF THE BOTTOM OF THE CURB RAMP.
#r

{
! 2' 2' ( Y (SEE TABLE Y BELOW] 4' MINIMUM
►i Ai ►.
2' 2'

CURB UNLESS _.IH

OTHERWISE SPACING

11. DETECTABLE WARNING SURFACES ARE REQUIRED ON ALL CURB RAMPS f; f
*.
/
SPECIFIED :
¢,
y / ,
MAX-
3' MIN. -.--
(SEE NOTE 1)
MAX.MAX
3 MIN' chi `°

THAT ENTER INTO A VEHICULAR TRAVEL WAY,
MN
,Jr'.JrRAMP ROUNDED
FLUSH i DETECTABLE —V 2%
i FLUSH

DETECTABLE
i4"MIN 1.67" TO 2.35"
+ ..
i i
l I

WARNING 2% - _.. -._ _.� C i
'7-- >,
I (SEE NOTE 4)�, '�"-
NOTE 4)-,

WARNING
�,
2% }.. CENTER TOP U ° `�
I
2X f ,f
SEE DETAILS -- ' _._ _ �. -,- z.
°1» PVMT' t I r,_ -ala sm.- r z o* 4 { :------ �_ _ _}
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2% PVMT /� \
.

i 1
��y MAX

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- _ yYyr
— e� . ,. ° 3 a/o Nt J
o — -----"--1 $' g AX: , ',A;
vr�w
/ ;,,,
—" --_ _ i
.- a�
-..--..596'-M
t

2% MAX.
.� _ -
CENTER C v
o SPACING

" >. ,•
4 MIN: ,�t�, 1J,^�,
_�_
TO CALCULATE DIMENSION: I
1 —'
4 T- , \` ��-��-�-,\
%1 ". i : l�vr J ;. 0.\r„
1 7C y �,°✓r.",
,A`, -r-�—_r_�
1� v ,
#
a`�,
\ RAISED TRUNCATED
,1kYraJ� r, 4" MIN.

SHORT SIDE DOWN SLOP LONG SIDE UP SLOPE):
( {

PALING MATERIAL RNISH,

AND COLOR PER

LANDSCAPE PLANS
{\ �%A',y. r

v. .• n u•
l y J .A DOME PATTERN
�v�;,>,.,
` "l 6'
VARIES
0"
v,: . A"' n'„v;, ,`^,.

SEE NOTE 9
CpLD JOINT t)
v U,rJ�Uh�
,, tit" j\ SEE NOTE 9
� D JOINT 0,45" - 0.20"
_ CURB FACE (FT)
6" Q�
EXTNp
_

XS (FT)- XL (FT) -
SIDE SLOPE +CTC GRADE SIDE SLOPE - TC GRADE
EXTEND
6 MIL SECTION A -A

PLASTIC
s MIL

PLASTIC
E
SECTION A -A O.9O"--4-I ~ "
VII.

ENGINEER TO SHOW XS AND XL ON IMPROVEMENT PLANS

SHEETING TABLE Y
yimio
2 CURB RAMP (CASE Cl
2' BEYOND
CONCRETE.

CONCRETE. l CF : Y
SEE NOT 5.
.,._;,,/
SEE NOTE 5. N.T.S.
i 6" ; 790' ;
�8' I 10.53' I SEE SHEET 4 OF 4 FOR NOTES.
i

RAISED TRUNCATED DOME
DETECTABLE WARNING SURFACE _(`
SEE NOTE 11
r 1l4"
-�-
I
I
I r'°0.----3/4" IN 12" BORDER
I
r --L;-----
l
Y= CURB FACE (FT.)
°
SEE SHEET 4 OF 4
FOR NOTES.

NOT TO SCALE
-I -.. 1/4"

NOT TO SCALE

6.33%

GROOVING DETAIL
APPROVED BY:

DATE: 11/15184
>`O#
•°0S. 0.-4.: I
3 6

12.97 988, 2-90
___--
3 3
i S_,___
�- 2-90
i S
LC 6 1
_ __.._... 12-97
_ ..___

RAMP DETAILSCURB
-- -_------__ _. ---__.. __ _. __
--.._ _._..

8,
'
Top of Pole Series
Solar Powered LED Lighting System
PANEL ``
—
LED 10/10 FIXTURE; „
30W 36
RISE
Reiiiib e. Rene%, :e. _....:. .-...- .
6 .rte
I
----�'
-^ -- - - � _ '� "_
Project Name;
Project #: Location: Qty:

BATTERY COMPARTMENT
8 .3X MAX

8.33% X
l OVERVIEW
The TP Series features an adjustable mounting bracket and includes a variety of option choices to create a customized outdoor solar light solution for your application.

1.5%
_ n ,
The system is sized according to your location and lighting requirements and is configured to your requirements to run throughout the night or to save energy with

TOP OF CURB
dimming when full light is not required. The battery enclosure and PV module mounts to your pole — square, round, fiberg€ass, steel, aluminum or concrete with NOTES
supplied tenon. Additional options include motion detection and wireless diagnostics.

FLOWLINE

PANEL MOUNT

EDGE OF GUTTER

STREET STRIPING
PART NUMBER:

Z -
i '
XF = 3M
.---E--
30---
Hrvm s 2 m+—» D X08 _ cP� + _»
D 2
FIXED ANGLE BRACKET THAT MOUNTS ON SIDE OF POLE GRADE 74" CORROSION RESISTANT

ALUMINUM FRAME SUPPORTS SOLAR PANEL AND BATTERY ENCLOSURE PANELS PANS STANDARD TO FACILITATE QUICKER INSTALLATION AND PROTECT SOLAR MODULE(S). RATED TO 140 MPH 170 MPH AVAILABLE UPON REQUEST.
(PER PLAN) PROPOSED CROSSWALK STRIPING --"
µNNM ~yW- u M1
" `� __
WM
»M

SOLAR PANEL

POLY -CRYSTALLINE PHOTOVOLTAIC MODULE(S) SPECIFIC TO THE REQUIREMENTS OF SOLAR i,c0+Si
ECOLOR # LQTY.? LUMINAIRE OP7lC5 r DRIVER LOAD I BATT BOX AMPS BATT !#1NT PV CITY. I PV WATT] AR\1 POLE
26 MOUNTING
LIGHTING.

BATTERY ENCLOSURE

CL OF STREET
FS
2 Bronze 1 Single Co Cobrahead Dome 2 type -2 E [tern° 4 20 20 Watts D Double 1 100 at N High 1 Single B c30w 00 None 00 None HEIGHT FS K Black 2 Dual CS cobrai:id Ok Sky 3 Type 3 30 30 Watts CL Quad 2 200 at L low 2 Dual D 125W 04 4'uA CP Custom SS Shnebcs Small 3 "Tr: K 135W Pole
Type 5 40 40 Watts 3 300
VENTED GRADE ';e1" CORROSION RESISTANT ALUMINUM UNIT HOLDS BATTERY AND SMART CONTROLLER. HINGED COVER FEATURES LOCKING DEVICE FOR ADDl11ONAL SECURITY PBR::>PLAN
.. ..
(PER PLAN , C Custom 5 ah 06 6'aA
St 5h�ehn. Large
ad
N No Finish 50 SO Watts A 400 0.h 4 Quad 08 $'0.A
TF 20/20 LED

NRGL/FE BATTERY
—
:.

STREET STRIPING
(PER PLAN)
RF to/to .ED 60 60 Watts Si 6" static
AF a ## Custom
Acorn ( S2 12" static
HF Hampton (increments 53 24' static
IF Liberty of sw to max 6H Buil Horn
PF Parkridge 500w) 90 sR° Sweep
AN Acorn

23.5'

MAINTENANCE —FREE 1009%$ RECYCLABLE 100Ah RATED SEALED GEL CELL BAT IERY PROI4DES A MINIMUM OF THE FIVE NIGHTS OF POWER BACK-UP. MOUNTED INSIDE OF HINGED BATTERY

ENCLOSURE

SMART CONTROLLER
SH Shep Hook

WITH AN INTEGRATED SOLAR CHARGE CONTROLLER THAT MONITORS AND

COLOR, SCORING AND

FIN/SH PER LANDSCAPE
'
OPTIONS 5$Step Hook w;scroll
DA Decor. Straight

AN LED DRIVER

REGULATES CHARGING AND DISCHARGING OF BATTERIES AS WELL AS CONTROLLING AND DIMMING

STREET STRIPING ARCHITECTS PLANS

ER PLAN)
(P
;: .... _;:,
o

0SS
PIS Motion Sensor 5A Decor. Sweep 5pi,
✓c -' SD Decor, Sweep MA
BS Bird Spikes
Seasonal Switch Gi
Luminaire - Choice of luminaire with high lumen LEDs rated

TOM AMERON
CUSTOM

STEEL POLE-

OF LED LUMINAIRE PROGRAMMABLE TO CONTROL HOURS OF OPERATION AND LIGHT LEVEL REQUIREMENTS ACCESSIBLE THROUGH HINGED BATTERY ENCLOSURE COVER.

LIGHT ENGINE —

EDGE OF GUTTER

FLOWLINE

TOP OF CURB
-
'IsR Vi/ireless Diagnostics , / '' at 70,000 hours (L70). Various models qualify as TES full cutoff and Dark -Sky certified, Efficient, bright, white light source of 5,000K provides uniform light distribution.

SHAFT

MOUNTED TO PC BOARDS & ATTACHED TO ALUMINUM HEAT SINK FOR MAXIMUM LED

PERFORMANCE & LIFE LED DRIVER MOUNTED INSIDE LUMINAIRE CONFIGURED FOR VARIOUS LUMEN PACKAGES USING HIGH FLUX DISCREIE LEDs

1.5%

Panel lNount- tirade "A" corrosion resistant aluminum frame _

FIXTURES
supports solar panel to allow for proper orientation of solar 140 mph. 170 mph available upon request.
array. Rated m h
r0.

FINISHING SPECIFICATIONS
. .o
2 ,3% MAX
ry
4 8.339
MAX _ "
F :' 1:-. : ...._
. Solar Panel- Poly -crystalline photovoltaic module(s) specific * ALL STEEL ASSEMBLIES GALVANIZED TO ASTM A123
Tk
to the requirements of solar lighting.
d
-- ; Cobrahead Dome s�abrahead Dark -Sky

i. :.:�-x.;
' "
* ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE
r — -- 2altl n0W Type S 20t`d 60W type 2 or 5
°
:: ,
20/20'M
discharging of batteries as well as controlling and dimming of LED luminaire. Programmable to control hours of operation p
°

"
— 6MIL PLASTIC SHEETING - PER RCTD STD 1000
" " " FULLY GALVANIZED ANCHOR BOLTS
20W -60W Type 2, 3 or 5
30W -100W Type 2, 3 or 5
and light level requirements. Accessible through hinged battery enclosure cover
e
°
'
1 x 36 x 4
fA"
'�`.

Decorative Luminaire Series available.

See Decorative Datasheets for more info.

Decorative luminaire options requires longer
Arm - Choice of arm, Made of Grade corrosion resistant
aluminum.

Pole IOPTiONAL} - with System mounts on standard pole
9•
°
=•a.
a
_
a
3250 PSI CONCRETE PER COB SPECIFICATIONS
A
48 " DEEP BASE

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
lead time and all colors are custom.
tenon square or round in fiberglass, steel, aluminum, or concrete.
"'
°a
_
°
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
Warranty - Includes five limited
ar n System year
-
30" ROUND BASE

EVENT OF DISCREPANCIES ARISING AFTER CITY
NOTE:
on batteries and 20 years on solar panels.
warranty b

APPROVAL OR DURING CONSTRUCTION, THE

WORK CONTAINED WITHIN THESE PLANS SHALL

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
412013 Sol Inc. TEL 772.286.9461 I FAX 772.2$6.9616 i Inforgisolarlighting.com I www.solarlighting.com We reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product.

STREET LIGHT DETAIL
REVISING THE PLANS FOR APPROVAL BY THE CITY.

BEEN ISSUED.

MADE IN u.S.A MRi(T-DS-TP-02-EN-0114-1
missommettommim
Know what's
Call before
below.
you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

I MAP IS THE CALIFORNIA

THIS E N A STATE
PLANE COORDINATE SYSTEM 19$3 f
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT" .

BEARING: N 27°39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS S A ION

STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT—OF—WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE #826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP OF
A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.

STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:
��
25864-f Business Center Drive
Redlands, CA 92374
909.335 6120 stantec.com
SEAL
DESIGN BY:

TDA
en, Recommended
-
i
hrr.r�< '
1 <.`r „
Reviewed By: L
y
Date:1�/2.11

CITY OF BEAUMONT, CALIFORNIA
SHEET
2 5
OF 25 SHEETS

SIGNAGE & STRIPING PLANS
TRACT 27971

DETAILS
DRAWN BY.

TDA
*VESSI�y
for pproval By
� ��
-C/416( Date: I®IZ 17
'c,
.K
A R
9 ••
o G
c,,
z o
No. 57835
l Clvll �Q
9T ��
?
�,
'i
*.

CHECKED BY:

VAD
Approved By:
( a Date. f 1 t(U)
SCALE:

AS NOTED
DRAWING NAME:

Director of Public Works
�"yi OB/13/17
DATE:
09]13]17
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550€. stn St
Beaumont, CA 92223
ENGINEERING DIVISION TEL: (951) 769-8520 FAX; (951 769-8526 Of Ca�\F�
FILE
3 Na.:

ENGINEER

R E V I S I O N S
CITY
JOB NUMBER:

N' D ARAUJC DATE
R.C.E. 57835 XP. 06-30-18 2O4249581O
FOR:

RS) COMMUNITIES, E, L.C.

Page 1205 of 1910 ends

Plotted: Sep 13, 2017 — 3:05pm By: ecconneriy
DWG
V: \2042\acTtive\2042495810\drawing\model_files\495810C—TB015.dwg

BEAUMONTA O R N -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Lisa Leach, Acting Finance Director
BY: Marcia Mason, Budget Analyst
DATE: May 5, 2026
SUBJECT: FY2025-2026 3rd Quarter Budget to Actuals
Description: Receive and file a report on the status of the City's budget and financial status as of March 31, 2026.

Background and Analysis:

The Fiscal Year 2025-26 third-quarter financial report provides an overview of the City's current financial position.

The Finance Department will continue to maintain a comprehensive system of tools that enable departments to effectively manage their budgets and support financial monitoring and control throughout the fiscal year. This system ensures that departments and the City Council have timely access to detailed information on revenues, expenditures, and overall budget performance at both the departmental and fund levels.

General Fund Summary
Most of the General Fund revenue budget is from taxes. Property tax is usually recorded in December and May. Sales tax is received in monthly advanced estimated payments and then a quarterly actual clean-up payment. Other taxes include Motor Vehicle In -Lieu, which is received in February and June, as well as Utility Users tax which is received monthly.

General Fund Revenues
As of March 31, 2026, the city has collected 60% of FY2025-26 budgeted revenues.

Sales tax for the month of July -February has been recorded. Below is a table for General Fund Revenues as of March 31, 2026.

Page 1206 of 1910 ends

Taxes
Licenses
Permits
Franchise Fees
Charges for Services
Fines and Forfeitures
Cost Recovery
Miscellaneous
Other Financing Sources
Transfers

TOTAL REVENUES

GENERAL FUND REVENUES

CURRENT

ESTIMATED
BUDGET
ACTUAL

ACTUALS
50,143,017
450,000
2,071,119
3,419,570
2,717,534
220,000
1,103,297
2,535,593
1,623,468
8,203,211
31,228,094.24
190,429.33
1,508,641.30
1,820,986.58
2,498, 020.48
138,322.73
695,374.36
613,876.69
1,217,996.52
3,732,981.33
52,257,171
429,000
1,961,233
3,449, 313
2,830,693
184,431
1,024,103
2,509,028
1,623,747
7,926,926
62%
42%
73%
53%
92%
63%
63%
24%
75 46%
72,4136,8 09 43,644,723.56 74,195,645 6D%
General Fund Departments
The table below provides an overview of the general fund department budgets through March 31, 2026.

Through the third quarter of FY 2025-26, the City recorded total General Fund expenditures of $40.97 million, representing 55.2% of the current amended budget of $74.18 million. This level of spending is consistent with expectations for the third quarter of the fiscal year, as many departments incur early -year costs related to personnel, contracts, and annual service renewals.

Overall, third-quarter expenditures indicate that the City's departments are operating within budgetary expectations. While certain areas within normal spending patterns others show delayed spending patterns due to the timing of the annual or quarterly payments, the City's overall financial performance remains stable and on track for the fiscal year. The Finance Department will continue to monitor expenditures to ensure fiscal discipline and transparency across all departments. Within the Non -Departmental category, several projects were closed or completed, resulting in the transfer of the remaining funds back into the General Fund resulting in an increase to revenue represented by the credit balance.

Departments that have been highlighted are outside of the +/- 10% from the 75% threshold. Legal and Fire are contractual services.

Page 1207 of 1910 ends

General Fund Expenditures

DEPARTMENT

CURRENT BUDGET
ACTUAL
% spent
through
3rdQTR
Non -Departmental
$ L750,825
$ (37,977.55)
-2.2%
City Council
$ 335,016
$ 152,241.90

4.5.3%
City Clerk
$ 587,004
$ 341,259.29

58.1%
Administration
$ 2,122,102
$ 1,208,476.62

56.9%
Communications
$ 987,512
$ 456,300.05

46.2%
Finance
$ 2,614,352
$ 1,634,807.94

62.5%
IT
$ 2,597,620
$ 1,586,413.55

61.1%
Economic Development
$ 1,980,499
$ 587,832.05

29.7%
Risk and HR
$ 4,600,897
$ 3,841,373.76

83.5%
Legal
$ 1,501,000
$ 849,690.18

56.6%
Community Development
$ 1,326,771
$ 727,739.61

54.9%
Community Services
$ 2,985,322
$ 1,518,358.47

50.9%
Animal Control
$ 492,366
$ 261,969.83

53.2%
Community Enhancement
$ 778,458
$ 411,330.76

52.8%
Police
$ 19,817,838
$ 13,049,419.93

65.8%
K-9
$ 22,749
$ 12,624.28

55.5.E
Police Support
$ 3,776,025
$ 2,200,351.38

58.3%
Fire
$ 9,349,440
$ 2,218,804.17
23,7%
Building and Safety
$ 1,640,015
$ 1,028,012.10

62.7%
Public: Works
$ 3,537,753
$ 2,028,597.41
5T3%
Street Maintenance
$ 3,649,859
$ 2,121,929.71
.58.1%
Custodial Maintenance
$ 659,868
$ 436,110.77

66.1%
Facilities !Maintenance
$ 977,811
$ 410,620.55

42.0%
Parks and Grounds
$ 6,083,507
$ 3,927,797.47

64.6%

TOTAL EXPENDITURES
74,175,609
40,974,084.23

55.2%
The table below provides for expenditures by type. Personnel costs make up 59% of the actuals to date. Operating costs are 35% of actuals followed by Contingency/Capital at 6%. Currently, there are no categories over budget.

By the close of the third quarter for Fiscal Year 2025-26, total General Fund expenditures amounted to $40.97 million, or approximately 55% of the current budget of $74.18 million. Overall spending aligns with expected trends for this stage of the fiscal year.

Page 1208 of 1910 ends

FY 2026
FY 2026

ORIGINAL

CURRENT
FY 2026

ESTIMATED

EXPENSE TYPE
BUDGET
BUDGET
ACTUAL

ACTUALS
96 Personnel
Salaries and Wages 26,336,3.55 26,112,102 15,970,238.17 23,222,431 65% Benefits 10,903,888 10,903,888 6,925,260.17 10,003,154 64% Other 660,419 667,746 353,274.72 .544,912 54%
TOTAL PERSONNEL 37,900,662 37,683,736 24,258,773.06 33,770,496.84 64% Operating
Recruitment/Hiring 75,000 75,000 70,349.85 93,800 94%
Utilities 2,245,782 2,245,782 1,554,041.24 2,564,071 69% Administration 1,762,397 1,775,397 995,699.02 1,493,549 56% Fleet Costs 903,887 903,887 525,804.57 884,901 69%
Program Costs 2,777,796 2,844,798 929,772.99 1,593,897 33% Repairs & Maintens 1,757,915 1,800,483 1,228,480.40 1,842,721 68% Supplies 1,238,767 1,467,871 704,855.16 1,409,730 48%
Special Services 251,200 321,200 150,581.14 200,775 47% Contractual Service 15,389,895 1.5,423,681 5,092,729.15 14,385,458 33% Other 3,690,987 3,890,987 3,010,195.87 3,938,594 77%
TOTAL OPERATING 30,093,628 30,749,086 14,3.63,519.49 28,507,49~4.86 47% Capital
Equipment 1,068,841 1,422,896 730,723.51 1,422,896 51%
r
Furniture - 33,801 36,747.69 36,748 0%
Vehicle 1,741,124 1,799,124 1,145,554.44 1,799,124 64%
Structure 640,907 640,907 480,580.25 640,907 75%
Debt Service (Leases) - -
r
TOTAL CAPITAL 3,450,872 3,896,728 2,393,805.89 3,899,675 61% Contingency
CONTINGENCY 150,000 150,000 37,037.83 150,000 25%
Transfers,

TRANSFERS
520,000 1,696,059 (79,052.05) 1,696,059 -5%
Total Expenditures
Wastewater Fund Summary
Revenues
72,115,162 74,175,609 40,974,084.22 68,023,725.39 55%
Wastewater revenues are collected in arrears. The July billing is accrued back to prior FY and the first billing for FY25/26 was collected in September. Billing is completed bi- monthly. As of March 31, 2026, the Wastewater Fund has collected 71% of its budgeted revenues. Below is the summary for FY2025-26 through the 3rd quarter.

Page 1209 of 1910 ends

Fines and Forfeitures
Cost Recovery
Miscellaneous
Proprietary Revenues
Other Financing Sources
Transfers

TOTAL REVENUES

WASTEWATER REVENUES

CURRENT
BUDGET
ACTUAL

ESTIMATED

ACTUALS
$ - $ 93,399 $ 93,399 0
$ 8,053 $ $ 8,053 0%
138,°51 $ 325,542 $ 138,851 234%
$ 16,699,013 $ 11,163,894 $ 16,099,013 69%
$ - $ - 0%
$ 42,036 $ 33,452 42,036 0%
16,287,953.00 11, 616, 286.35 16,381,3-51.63 71%
Expenses
Wastewater expenses as of March 31, 2026, total $8.14M representing approximately 49% of the amended budget of $16.62 million. Personnel costs make up 69% of the actuals to date, operating costs make up 51%, Contingency/Transfers Out make up 55%. Overall spending is consistent with expectations for this point in the fiscal year.

Page 1210 of 1910 ends

WASTEWATER EXPENSES
Personnel
Operating
Capital

EXPENSE TYPE
Salaries and Wages
Benefits
Other

TOTAL PERSONNEL
FY 2025

ORIGINAL
BUDGET
FY 2026

CURRENT
BUDGET
FY 2026
ACTUAL

ESTI MATED

ACTUALS
95 2,034,502.00 2,030,937.00 1,449,530.13 1,983,557.55 71% 820,01.5.00 820,015.00 54.5,067.10 7.57,600.65 62%
33,901.00 34,502.00 22,475.72 33,713.58 65%
2,888,418.00 2,885,454.00 1,977,072.95 2,774,881.78 69% Utilities 1,474,686.00 1,474,686.00 767,814.10 1,53.5,628.20 52% .Administration 298,852.00 298,852.00 157,327.44 250,991.16 63% Fleet Costs 117,010.00 117,010.00 67,975.47 116,529.38 55% Repairs & Maintenance 797,753.00 797,753.00 322,921.23 645,642.46 40% Supplies. 1,019,328.00 1,019,328.00 460,717.99 921,435.98 45% Contractual Services 1,425,012.00 1,444,151.00 465,895.79 933,791.58 32% .Admin Overhead 1,489,000.00 1,489,000.04 1,115,750.00 1,489,000.40 75% Other 470,907.00 470,907.00 253,770.93 435,035.88 54%
TOTAL OPERATING 1,092,548.00 7,111,697.00 3,644,072.95 6,358,054.64 51% Equipment
Vehicle

TOTAL CAPITAL
Contingency CONTINGENCY
1,831.66
1,831.66 - 0%
229,320.00 585,511.00 444,983,72 585,517.00 76%
Transfers TRANSFERS
6,035,631.00 6,035,631.00 2,071,896.75 6,035,631.00 34% Total Expenses 16,245,917.00 16,618,299.00 8,139,858.03 15,754,084.41 49% Transit Fund Summary
Revenues
Most of the transit fund revenues consist of funding from the Riverside County Transportation Commission (RCTC). Revenue from RCTC is received on a monthly basis. Other revenues received include ridership fares, Measure A taxes, and interest and EV charging station revenue recorded in Miscellaneous revenue. As of March 31, 2026, the Transit Fund has collected 72% of its budgeted revenues.

Page 1211 of 1910 ends

TRANSIT REVENUES

CURRENT
BUDGET
ACTUAL

ESTIMATED

ACTUALS
'96
Taxes
$ 206,123 $ 154,592
$ 206,123
75%
Intergovernmental
$ 3,247,289
$ 2,354,927
$ 3,247,289
73%
Miscellaneous
$ 46,699 $ 22,914
$ 46,699
49%
Proprietary Revenues
$ 40,616
$ 29,132
$ 40,616
72%
Other Financing Sources
$ 85,538
$ 61,095
$ 85,638
0%
Transfers
$ 47,447 $ 34,840
$ 47,447
0%

TOTAL REVENUES
3,673,812.00 2,65.7,500.04
3,673,812.00
72%
Expenses
Transit expenses as of March 31, 2026, total $2.62M, which is 71% of the FY2025-26 budget. Personnel costs make up 72% of the actuals to date and operating costs make up 71% with Capital actual to date expenditures at 62%.

Page 1212 of 1910 ends

TRANSIT EXPENSES

EXPENSE TYPE
FY 2024

ORIGINAL
BUDGET
FY 2026

CURRENT
BUDGET
FY 2026
ACTUAL

ESTIMATED

ACTUALS
50 Personnel
Salaries and Wages
1,943,878.44 1,994,64.5.04
1,453,4.59.27
1,988,396.94
73%
Benefits
778,874.44 778,874.00
.532,9.59.89
729,313.53
6896
Other
39,302.44 39,984.04
27,594.79
37,898.13
59%

TOTAL PERSONNEL
2,762,054.00 2,809,499.00
2,013,713.95
2,755,608.56
12%
Operating
Utilities
114,4.53.04 114,053.04
63,76.5.08
127,530.16
56%
Administration
99,235.00 80,373.00
44,724.18
76,563.17
55%
Fleet Costs
210,729.00 214,729.04
246,262.19
275,016.25
93%
Program Costs
48,748.00
48,768.00
23,377.92
46,75.5.84
48%
Repairs & Maintenance
65,449.04

6.5,791.04
37,475.65
63,5.59.97
56%
Supplies
12,811.00 12,811.40
13,388.94
17,8.51.87
105%
Contractual Services
86,5.54.44 144,574.04
70,216.00
93,621.33
67%
Admin Overhead
134,440.04 134,004.44
100,504.04
134,040.44
75%
Other

TOTAL OPERATING
23,374.00 23,370.04
6,464.10
12,128.24
26%
794,969.00 794,969.00
565,371.02
847,126.79
71%
Capital
Equipment
61,544.04 61,500.00
37,257.52
61,.544.04
51%
Structure

TOTAL CAPITAL
7,842.44 7,842.00
5,881.50
7,842.44
75%
69,342.00 49,342.00
43,139.02
69,342.00
62%
Transfers

TRANSFERS
-
-
-
Total Expenses
3,626,365.00 3,673,810.00
2,622,223.99
3,672,071.35
71%
Recommended Budget Adjustments
The following table comprises a list of recommended budget adjustments.

Fund
Amount
Reason
Special Revenue
$16,259
Increase revenue JAG
Grant
General Fund -City Council
Increase Sponsorships
(from unspent funds)
$5,000
BEST $5,000
$5,000
MSJC $5,000
General Fund-Econ Dev
($30,000)
Move IOA sponsorship
General Fund -City Council
$30,000
General Fund -City Council
($100,000)
Cherry Festival
General Fund-Econ Dev
$100,000

Page 1213 of 1910 ends

The FY2025-2026 3rd quarter budget to actuals were posted to the Finance and Audit Committee meeting on April 27, 2026, but due to lack of quorum, the item was not discussed.

Fiscal Impact:

The fiscal impact on the General Fund for budget amendments will increase spending authority by $10,000. The Special Fund spending authority will increase by $16,259.

The estimated cost to prepare this report is $385.

Recommended Action:

Receive and file report;
Approve attached budget amendments.

Attachments:

A. 3rd Quarter Budget Adjustments

Page 1214 of 1910 ends

BEAIJMONT
—CALIFORNIA—
DATE: 3/31/2026
DEPARTMENT NAME:

PREPARED BY:

APPROVED BY
* First line is an example
City of Beaumont
Budget Adjustment Form
FY 2025/2026
PD -JAG Grant
Tara Chamberlin
Revenue = (Credit)
Expense = Debit
*Revenue = (Credit)
**Expense = Debit
Debit
Credit
3rd QTR Budget Adjustments

ACCOUNT ' MBER

ACCOUNT DESCRIPTION

CURRENT BUDGET

ADJUSTMENT

NEW BUDGET
_ AMT
Explanations / Justitic tiio4
240-2355-4819-0000
JAG Grant - Revenue
(12,000.00)
(16,259.00)
(28,259.00)
Increase revenue from JAG21, JAG22 and JAG23 grant revenue 240-2355-7096-0000
JAG Grant Costs
12,000.00
16,259.00
28,259.00
Increase expense from JAG21, JAG22 and JAG23 grant revenue ✓ TOTALS
$ -
T�
et Effect

Page 1215 of 1910 ends

BEAUMONT
City of Beaumont
Budget Adjustment Form
FY 2025/2026
-CALIFORNIA-
DATE: 4/9/2026
DEPARTMENT NAME: City Council
PREPARED BY:

APPROVED BY
Marcia Mason
Revenue = (Credit)
Expense = Debit
*Revenue = (Credit)
**Expense = Debit
Debit
(Credit)
3rd QTR Budget Adjustments

ACCOUNT NUMBER

ACCOUNT DESCRIPTION

CURRENT
BUDGET
-�

ADJUSTMENT

NEW BUDGET
AMT
Explanations / Justification
100-1050-7034-0000
Sponsorship
182,000
5,000
187,000
Approved by CC 3117/26 J2 to use unspent funds to increase budget for BEST sponsorship
100-1050-7034-0000
Sponsorship
187,000
5,000
192,000
Approved by CC 3/17/26 J3 to use unspent funds to increase budget for MSJC sponsorship
100-1050-7034-0000
Sponsorship
192,000
(100,000)
92,000
Approved by CC 2/17/26 J3 to use sponsorship budget to cover Cherry Festival expenses
100-1235-7096-0000
Program Cost
1,000,000
100,000
1,100,000
Approved by CC 2/17/2613 to use sponsorship budget to cover Cherry Festival expenses
100-1235-7096-0000
Program Cost
1,100,000
(30,000)
1,070,000
Approved by CC 3/3/2615 to move budget to increase 10A sponsorship 100-1050-7034-0000
Sponsorship
92,000
30,000
122,000
Approved by CC 3/3/26 J5 to move budget to increase IOA sponsorship TOTALS
$ 10,000.00
Net Effect

Page 1216 of 1910 ends

BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Lisa Leach, CPA, Interim Finance Director
DATE: May 5, 2026
SUBJECT: FY 2025-2026 3rd Quarter Cash and Investment Report Description: Receive and file 3rd quarter cash and investment report.

Background and Analysis:

In accordance with Government Code Section 53646(8)(1) and per the City's Investment Policy, the City Treasurer through the Finance Department shall submit to the Finance Committee a quarterly report that will then be taken to the City Council.

Staff have prepared the investment reports and certification as of quarter ending March 31, 2026, and were posted to the Finance and Audit Committee meeting on April 27, 2026, but due to lack of quorum, the item was not discussed. A summary of bank activity by each month in the quarter is provided below.

Page 1217 of 1910 ends

BANK BALANCES 3rd QTR FY 25-26

CITIBANK ACCOUNTS
Wells Fargo

GENERAL
Sweep
HCN

PAYROLL
Payroll Sweep Account

GAS TAX

EVIDENCE AND SEIZURE FUND

CONSTRUCTION

US BANK

INVESTMENT PORTFOLIO

LIQUIDITY FUND
LAIF

CALIFORNIA CLASS
PARS
# January 2026 February 2026 March 2026
52455 $ 5, 250, 823.00 $13,533,665.00 $ 13, 570, 991.00 $ 36, 958, 583.94 $17,763,961.42 $ 20, 703, 908.14
$ 42, 209,406.94 $31,297,626.42 $ 34, 274, 899.14
50301 $ -
6209 $ 438,391.86
21901 $ 7,469,723.73
20042 $ 219, 210.30
20048 $ 2, 223, 575.95
$ 3,574,969.73
$ 7, 750, 777.95
$ 219, 605.48
$ 2,227,584.48
$ 1, 654, 836.21
$ 6,501,215.58
$ 220,057.93
$ 2,232,173.91
$ 10, 350, 901.84 $13,772,937.64 $ 10, 608, 283.63
10770 $ 78, 554, 409.97 $78,945,218.43 $ 78, 681, 878.88 13574 $ 21, 696.41 $ 21, 757.48 $ 21, 812.52
$ 78, 576,106.38 $78,966,975.91 $ 78, 703, 691.40
3-056 $54,068,477.46 $54,068,477.46 $ 54,068,477.46
1'0001 $41,606,716.52 $41,726,162.35 $ 41,857,114.36
4, 710, 502.41 $ 4, 786, 698.46 $ 4, 594, 454.37
The significant transactions during the quarter were as follows:
• LAIF interest recorded on 01/15/2026 in the amount of $565,718.61, in comparison to prior year 3rd quarter payment of $595,297.23. • Net income received for the quarter on the portfolio managed by Public Trust is $879,874.10.
• Interest received for the quarter on the Wells Fargo Sweep account is $147,274.78.
• Interest received for the quarter on the HCN accounts is $70,205.81. • Interest earned in CA Class fund for the quarter is $383,644.39. • The PARS loss for the quarter was $48,435.67 due to volatility in the bond market from Geopolitical factors.
• Interest from Maturity of two BMO CDs in the amount of $135,313.87.

Page 1218 of 1910 ends

There is one 12 -month BMO CD expected to mature on May 2, 2026. At the time of this report, the new CD rate is expected to be renewed at rate of 3.16%. Staff recommend renewing the CD for an additional 12 months in accordance with the investment policy.

Fiscal Impact:

The cost to prepare this report is $500.

Recommended Action:

Receive and file report.

Attachments:

A. Pooled Cash Investments Holding Report as of March 31, 2026 B. Pooled Cash Report as of March 31, 2026
C. Investment Certification for Quarter Ending March 31, 2026 D. Zions Bank Security Listings March 31, 2026
E. Public Trust Board Report for period ending March 31, 2026 F. PARS Statement for March 31, 2026

Page 1219 of 1910 ends

B!AUMPNT

DESCRIPTION OF SECURITY
Deposit Accounts
Wells Fargo Checking (Pooled Cash)
Wells Fargo Sweep Account
HCN - Payroll
HCN - Payroll Sweep
HCN - Gas Tax
HCN - Evidence and Seizure Fund
HCN - Construction
Certificates of Deposit
BMO Harris Bank
BMO Harris Bank
COUPON
RATE
N/A
N/A
N/A
N/A

0.1 0.1

0.1 CITY OF BEAUMONT

POOLED INVESTMENT PORTFOLIO HOLDINGS
March 31, 2026

MATURITY
DATE
N/A
N/A
N/A
N/A
N/A
N/A
N/A

3.32% 5/2/2026

3.89% 2/2/2026
*INVEST
RATING
NR
NR
NR
NR
NR
NR
NR
NR
NR
PURCH
DATE
N/A
N/A
N/A
N/A
N/A
N/A
N/A

COST VALUE
13,570,991.00
20,703,908.14
1,654,836.21
6,501,215.58
220,057.93
2,232,173.91
8/2/2023 1,500,000.00
8/5/2024 1, 500, 000.00
Local Agency Investment Fund (LAIF)
N/A
Varies
NR Varies
California CLASS
N/A
N/A
NR N/A
Cash & Equivalents
Cash & Equivalents
Public Trust
Fixed Income Securities
Public Trust
Cash & Equivalents
54,068,477.46
41,857,114.36

MARKET VALUE
13,570,991.00
20,703,908.14
1,654,836.21
6,501,215.58
220,057.93
2,232,173.91
44,883,182.77
1,632,736.97
1,674,352.83
54,068,477.46
41,857,114.36
Cash and Investment Held by Third Party Trustee (Zions Bank)

8.89% N/A NR N/A 99,377,836.43 99,377,836.43
N/A
Cash and Investment Held by Third Party Trustee (US Bank) N/A NR
Varies Varies Varies
N/A 751,721.74
751,721.74
Varies 77,479,194.16 77,951,969.66
Cash and Investment Held by Third Party Trustee (PARS Pension 115 Trust) 4,594,454.37
Estimated
Current Yield

3.54%

0.00%

1.95%

2.38%

3.83%

3.70%

3.29%

3.73%
3 -year annualized
4,594,454.37 10.21%

Page 1220 of 1910 ends

Pooled Cash Report
City of Beaumont, CA
--y- For the Period Ending 3/31/2026

BEAUMONT
ACCOUNT #

ACCOUNT NAME

BEGINNING

BALANCE

CURRENT

ACTIVITY

CURRENT

BALANCE

CLAIM ON CASH
100-0000-1000-0000
100-0000-1000-000A
120-0000-1000-0000
150-0000-1000-0000
200-0000-1000-0000
201-0000-1000-0000
201-0000-1000-000A
202-0000-1000-0000
202-0000-1000-000A
205-0000-1000-0000
210-0000-1000-0000
210-0000-1000-000A
215-0000-1000-0000
220-0000-1000-0000
225-0000-1000-0000
225-0000-1000-000A
230-0000-1000-0000
240-0000-1000-0000
250-0000-1000-0000
255-0000-1000-0000
255-0000-1000-000A
260-0000-1000-0000
265-0000-1000-0000
300-0000-1000-0000
500-0000-1000-0000
510-0000-1000-0000
510-0000-1000-000A
550-0000-1000-0000
552-0000-1000-0000
552-0000-1000-000A
554-0000-1000-0000
555-0000-1000-0000
555-0000-1000-000A
556-0000-1000-0000
556-0000-1000-000A
557-0000-1000-0000
558-0000-1000-0000
558-0000-1000-000A
559-0000-1000-0000
559-0000-1000-000A
560-0000-1000-0000
560-0000-1000-000A
561-0000-1000-0000
562-0000-1000-0000
562-0000-1000-000A
563-0000-1000-0000
564-0000-1000-0000
564-0000-1000-000A
565-0000-1000-0000
566-0000-1000-0000
567-0000-1000-0000
567-0000-1000-000A
568-0000-1000-0000

CLAIM ON CASH

RESTRICTED CASH

CLAIM ON CASH

RESTRICTED CASH

CLAIM ON CASH

RESTRICTED CASH

CLAIM ON CASH

RESTRICTED CASH

CLAIM ON CASH

RESTRICTED CASH

CLAIM ON CASH

RESTRICTED CASH

CLAIM ON CASH

RESTRICTED CASH

CLAIM ON CASH

CLAIM ON CASH - HELD FOR PROJECTS

CLAIM ON CASH

CLAIM ON CASH
Claim on Cash -Held for Projects

CLAIM ON CASH

CLAIM ON CASH
Claim on Cash -Held for Projects

CLAIM ON CASH

CLAIM ON CASH
Claim on Cash -Held for Projects

CLAIM ON CASH

CLAIM ON CASH
Claim on Cash -Held for Projects

CLAIM ON CASH

CLAIM ON CASH
Claim on Cash -Held for Projects

CLAIM ON CASH

FOR PROJECTS

HELD FOR PROJECTS
(151,208,527.99) 1,035,519.82

0.00 0.00
5,085,327.79 35,469.33

0.00 0.00
(1,475,645.50) 285,083.75
(2,101,729.58) 900,840.00

0.00 0.00
2,468,223.11 125,801.62

0.00 0.00
306,348.70 2,136.73
43,940.57 (425.98)

0.00 0.00
(97,348.18) (1,307,992.22)
420,007.79 (6,880.77)
(44,399.15) 0.00

0.00 0.00
124,856.92 870.85
657,616.02 (15,810.96)
503,401.34 (59,385.51)
5,007,404.62 (1,733,251.99)

0.00 0.00
1,935,619.43 (985,563.41)

0.00 0.00

0.00 0.00
64,040,057.80 (1,571,758.44)
5,412,305.92 37,749.95

0.00 0.00
8,479.37 59.14
1,504,291.08 44,518.12

0.00 0.00
300,158.87 4,417.68
3,331,511.48 131, 3 08.24

0.00 0.00
1,184,843.36 8,264.09

0.00 0.00
314,100.04 93,898.55
2,560,683.61 17,860.35

0.00 0.00
2,303,453.56 102, 344.13

0.00 0.00
1,949,491.70 65,849.40

0.00 0.00
2,758,458.71 1,154,867.01
12,786,514.99 89,183.87

0.00 0.00
10,439.00 3,885.20
4,992,307.20 69,682.30

0.00 0.00
4,065.18 1,190.41
1,365,945.36 11,038.15
184,681.83 58,229.01

0.00 0.00
1,028,867.39 7,176.18
(150,173,008.17)

0.00 5,120,797.12

0.00 (1,190, 561.75)
(1,200,889.58)

0.00 2,594,024.73

0.00 308,485.43
43,514.59

0.00 (1,405,340.40)
413,127.02
(44,399.15)

0.00 125,727.77
641,805.06
444,015.83
3,274,152.63

0.00 950,056.02

0.00 0.00
62,468,299.36
5,450,055.87

0.00 8,538.51
1,548,809.20

0.00 304,576.55
3,462,819.72

0.00 1,193,107.45

0.00 407,998.59
2,578,543.96

0.00 2,405,797.69

0.00 2,015,341.10

0.00 3,913,325.72
12,875,698.86

0.00 14,324.20
5,061,989.50

0.00 5,255.59
1,376,983.51
242,910.84

0.00 1,036,043.57
TYLERHOST\SYSTEM

4.20.2026

Page 1221 of 1910 ends

Page 1 of 6 ends

ACCOUNT #
568-0000-1000-000A
569-0000-1000-0000
569-0000-1000-000A
570-0000-1000-0000
600-0000-1000-0000
700-0000-1000-0000
700-0000-1000-000A
705-0000-1000-0000
705-0000-1000-000A
710-0000-1000-0000
710-0000-1000-000B
750-0000-1000-0000
755-0000-1000-0000
760-0000-1000-0000
840-0000-1000-0000
850-0000-1000-0000
855-0000-1000-0000
860-0000-1000-0000

TOTAL CLAIM ON CASH

CASH IN BANK
Cash in Bank
100-0000-1010-0000
100-0000-1011-0000
100-0000-1013-0000
100-0000-1014-0000
100-0000-1015-0000
100-0000-1016-0000
100-0000-1020-0000
100-0000-1027-0000
100-0000-1028-0000
100-0000-1029-0000
100-0000-1031-0000
100-0000-1032-0000
100-0000-1033-0000
100-0000-1034-0000
999-0000-1010-0000
999-0000-1015-0000
TOTAL: Cash in Bank
Wages Payable
999-0000-2099-0000
TOTAL: Wages Payable

TOTAL CASH IN BANK

DUE TO OTHER FUNDS
100-0000-2400-0000
205-0000-2400-0000
215-0000-2400-0000
600-0000-2400-0000
700-0000-2400-0000
710-0000-2400-0000
750-0000-2400-0000
999-0000-2400-0000

ACCOUNT NAME
Claim on Cash -Held for Projects

CLAIM ON CASH
Claim on Cash -Held for Projects

CLAIM ON CASH

RESTRICTED CASH FOR PROJECTS

CLAIM ON CASH
Claim on Cash -Held for Projects

CLAIM ON CASH
Claim on Cash - Repair and Replace Fund

CLAIM ON CASH

CLAIM ON CASH
WELLS FARGO **455

WELLS FARGO SWEEP
HCN BANK **101
HCN BANK **901

WELLS FARGO - WORKERS COMP

PAYROLL SWEEP ACCOUNT

CASH - LAIF

US BANK - TRUSTEE
US BANK - PARS 115 TRUST

US BANK - LIQUIDITY FUNDS
BMO - CD #9194
BMO - CD #9195
BMO - CD #9193

CALIFORNIA CLASS INVESTMENT

WF POOLED CASH

HCN PAYROLL CASH

WAGES PAYABLE

DUE TO OTHER FUND

DUE TO OTHER FUNDS

TOTAL DUE TO OTHER FUNDS

BEGINNING

BALANCE

0.00 4,892,099.49

0.00 2,509,691.10
8,092,058.99
11,073,292.91

0.00 9,731,897.88

0.00 (3,615,114.63)
3,975,982.75
663,374.54
373,030.97
(127,395.65)
7,679,479.53

0.00 0.00
102,362.92
13,016,513.14

0.00 17,843,305.12

0.00 0.00
83,963.66
3,574,969.73
54,068,477.46
77,818,805.27
4,786,698.46
21,757.48
1,632,736.97
1,674,352.83

0.00 41,726,162.29
13,027,172.64
(10, 659.47)
216,247,742.44

0.00 0.00
216,247,742.44

0.00 0.00

0.00 13,016,513.14
13,016,513.14

CURRENT

ACTIVITY

0.00 103,845.15

0.00 83,886.46
623,113.13
109,157.90

0.00 487,157.65

0.00 (226,103.49)

0.00 (108, 301.33)

0.00 (107,081.38)

0.00 0.00

CURRENT

BALANCE

0.00 4,995,944.64

0.00 2,593,577.56
8,715,172.12
11,182,450.81

0.00 10,219,055.53

0.00 (3,841,218.12)
3,975,982.75
555,073.21
373,030.97
(234,477.03)
7,679,479.53

0.00 0.00
102,362.92
(428,151.31) 12,588,361.83

0.00 2,903,841.89

0.00 0.00
(28,567.26)
(1,920,133.52)

0.00 390,298.11
(192, 244.09)

55.04 0.00

0.00 0.00
130,952.01
(449,062.98)
20,911.67

0.00 20, 747,147.01

0.00 0.00
55,396.40
1,654,836.21
54,068,477.46
78, 209,103.38
4,594,454.37
21,812.52
1,632,736.97
1,674,352.83

0.00 41,857,114.30
12,578,109.66
10,252.20
856,050.87 217,103,793.31

0.00 0.00

0.00 0.00
856,050.87 217,103,793.31

0.00 0.00

0.00 0.00
(428,151.31) 12,588,361.83
(428,151.31) 12,588,361.83
TYLERHOST\SYSTEM

4.20.2026

Page 1222 of 1910 ends

Page 2 of 6 ends

ACCOUNT # ACCOUNT NAME

BEGINNING CURRENT CURRENT

BALANCE ACTIVITY BALANCE
Claim on Cash
Cash in Bank
Difference
12,588,361.83
217,103,793.31
(204,515,431.48)
Claim on Cash
Due To Other Funds
Difference
12,588,361.83
12,588,361.83

0.00 Cash in Bank
Due To Other Funds
Difference
217,103,793.31
12,588,361.83
204,515,431.48
TYLERHOST\SYSTEM

4.20.2026

Page 1223 of 1910 ends

Page 3 of 6 ends

ACCOUNT # ACCOUNT NAME

BEGINNING CURRENT CURRENT

BALANCE ACTIVITY BALANCE

ACCOUNTS PAYABLE PENDING
100-0000-2001-0000 ACCOUNTS PAYABLE PENDING
120-0000-2001-0000 ACCOUNTS PAYABLE PENDING
150-0000-2001-0000 ACCOUNTS PAYABLE PENDING
200-0000-2001-0000 ACCOUNTS PAYABLE PENDING
201-0000-2001-0000 ACCOUNTS PAYABLE PENDING
202-0000-2001-0000 ACCOUNTS PAYABLE PENDING
205-0000-2001-0000 ACCOUNTS PAYABLE PENDING
210-0000-2001-0000 ACCOUNTS PAYABLE PENDING
215-0000-2001-0000 ACCOUNTS PAYABLE PENDING
220-0000-2001-0000 ACCOUNTS PAYABLE PENDING
225-0000-2001-0000 ACCOUNTS PAYABLE PENDING
230-0000-2001-0000 ACCOUNTS PAYABLE PENDING
240-0000-2001-0000 ACCOUNTS PAYABLE PENDING
250-0000-2001-0000 ACCOUNTS PAYABLE PENDING
255-0000-2001-0000 ACCOUNTS PAYABLE PENDING
260-0000-2001-0000 ACCOUNTS PAYABLE PENDING
265-0000-2001-0000 ACCOUNTS PAYABLE PENDING
300-0000-2001-0000 ACCOUNTS PAYABLE PENDING
500-0000-2001-0000 ACCOUNTS PAYABLE PENDING
510-0000-2001-0000 ACCOUNTS PAYABLE PENDING
550-0000-2001-0000 ACCOUNTS PAYABLE PENDING
552-0000-2001-0000 ACCOUNTS PAYABLE PENDING
554-0000-2001-0000 ACCOUNTS PAYABLE PENDING
555-0000-2001-0000 ACCOUNTS PAYABLE PENDING
556-0000-2001-0000 ACCOUNTS PAYABLE PENDING
557-0000-2001-0000 ACCOUNTS PAYABLE PENDING
558-0000-2001-0000 ACCOUNTS PAYABLE PENDING
559-0000-2001-0000 ACCOUNTS PAYABLE PENDING
560-0000-2001-0000 ACCOUNTS PAYABLE PENDING
561-0000-2001-0000 ACCOUNTS PAYABLE PENDING
562-0000-2001-0000 ACCOUNTS PAYABLE PENDING
563-0000-2001-0000 ACCOUNTS PAYABLE PENDING
564-0000-2001-0000 ACCOUNTS PAYABLE PENDING
565-0000-2001-0000 ACCOUNTS PAYABLE PENDING
566-0000-2001-0000 ACCOUNTS PAYABLE PENDING
567-0000-2001-0000 ACCOUNTS PAYABLE PENDING
568-0000-2001-0000 ACCOUNTS PAYABLE PENDING
569-0000-2001-0000 ACCOUNTS PAYABLE PENDING
570-0000-2001-0000 ACCOUNTS PAYABLE PENDING
600-0000-2001-0000 ACCOUNTS PAYABLE PENDING
700-0000-2001-0000 ACCOUNTS PAYABLE PENDING
705-0000-2001-0000 ACCOUNTS PAYABLE PENDING
710-0000-2001-0000 ACCOUNTS PAYABLE PENDING
750-0000-2001-0000 ACCOUNTS PAYABLE PENDING
755-0000-2001-0000 ACCOUNTS PAYABLE PENDING
760-0000-2001-0000 ACCOUNTS PAYABLE PENDING
840-0000-2001-0000 ACCOUNTS PAYABLE PENDING
850-0000-2001-0000 ACCOUNTS PAYABLE PENDING
855-0000-2001-0000 ACCOUNTS PAYABLE PENDING
860-0000-2001-0000 ACCOUNTS PAYABLE PENDING

TOTAL ACCOUNTS PAYABLE PENDING

DUE FROM OTHER FUNDS
100-0000-1900-0000
510-0000-1900-0000
600-0000-1900-0000
700-0000-1900-0000
705-0000-1900-0000
750-0000-1900-0000
850-0000-1900-0000

DUE FROM OTHER FUND

DUE FROM OTHER FUND
139,214.67 (34,115.86) 105,098.81

0.00 0.00 0.00

0.00 0.00 0.00
385.31 (385.31) 0.00

0.00 0.00 0.00

0.00 0.00 0.00
6,960.51 (2,712.18) 4,248.33

0.00 0.00 0.00

0.00 102.16 102.16
5,504.96 (1,542.84) 3,962.12

0.00 0.00 0.00

0.00 0.00 0.00
152,065.45 (38,654.03) 113,411.42

0.00 0.00

0.00 TYLERHOST\SYSTEM

4.20.2026

Page 1224 of 1910 ends

Page 4 of 6 ends

ACCOUNT # ACCOUNT NAME

BEGINNING CURRENT CURRENT

BALANCE ACTIVITY BALANCE
999-0000-1900-0100 DUE FROM FUND 100
999-0000-1900-0110 DUE FROM FUND 110
999-0000-1900-0120 DUE FROM FUND 120
999-0000-1900-0150 DUE FROM FUND 150
999-0000-1900-0200 DUE FROM FUND 200
999-0000-1900-0201 DUE FROM FUND 201
999-0000-1900-0202 DUE FROM FUND 202
999-0000-1900-0205 DUE FROM FUND 205
999-0000-1900-0210 DUE FROM FUND 210
999-0000-1900-0215 DUE FROM FUND 215
999-0000-1900-0220 DUE FROM FUND 220
999-0000-1900-0225 DUE FROM FUND 225
999-0000-1900-0230 DUE FROM FUND 230
999-0000-1900-0240 DUE FROM FUND 240
999-0000-1900-0250 DUE FROM FUND 250
999-0000-1900-0255 DUE FROM FUND 255
999-0000-1900-0260 DUE FROM FUND 260
999-0000-1900-0265 DUE FROM FUND 265
999-0000-1900-0300 DUE FROM FUND 300
999-0000-1900-0500 DUE FROM FUND 500
999-0000-1900-0505 DUE FROM FUND 505
999-0000-1900-0510 DUE FROM FUND 510
999-0000-1900-0550 DUE FROM FUND 550
999-0000-1900-0552 DUE FROM FUND 552
999-0000-1900-0554 DUE FROM FUND 554
999-0000-1900-0555 DUE FROM FUND 555
999-0000-1900-0556 DUE FROM FUND 556
999-0000-1900-0557 DUE FROM FUND 557
999-0000-1900-0558 DUE FROM FUND 558
999-0000-1900-0559 DUE FROM FUND 559
999-0000-1900-0560 DUE FROM FUND 560
999-0000-1900-0561 DUE FROM OTHER FUNDS
999-0000-1900-0562 DUE FROM FUND 562
999-0000-1900-0563 DUE FROM FUND 563
999-0000-1900-0564 DUE FROM FUND 564
999-0000-1900-0565 DUE FROM FUND 565
999-0000-1900-0566 DUE FROM FUND 566
999-0000-1900-0567 DUE FROM FUND 567
999-0000-1900-0568 DUE FROM FUND 568
999-0000-1900-0569 DUE FROM FUND 569
999-0000-1900-0570 DUE FROM FUND 570
999-0000-1900-0600 DUE FROM FUND 600
999-0000-1900-0700 DUE FROM FUND 700
999-0000-1900-0705 DUE FROM FUND 705
999-0000-1900-0710 DUE FROM FUND 710
999-0000-1900-0750 DUE FROM FUND 750
999-0000-1900-0755 DUE FROM FUND 755
999-0000-1900-0760 DUE FROM FUND 760
999-0000-1900-0840 DUE FROM FUND 840
999-0000-1900-0850 DUE FROM FUND 850
999-0000-1900-0855 DUE FROM FUND 855
999-0000-1900-0860 DUE FROM FUND 860
999-0000-1900-0870 DUE FROM FUND 870
999-0000-1900-0880 DUE FROM FUND 880
999-0000-1900-0890 DUE FROM FUND 890
(139,214.67) 34,115.86 (105,098.81)

0.00 0.00 0.00

0.00 0.00 0.00
(385.31) 385.31 0.00

0.00 0.00 0.00

0.00 0.00 0.00
(6,960.51) 2,712.18 (4,248.33)

0.00 0.00 0.00

0.00 (102.16) (102.16)
(5,504.96) 1,542.84 (3,962.12)

0.00 0.00 0.00

0.00 0.00 0.00
TOTAL DUE FROM OTHER FUNDS (152,065.45) 38,654.03 (113,411.42)

ACCOUNTS PAYABLE
100-0000-2000-0000
200-0000-2000-0000
205-0000-2000-0000

ACCOUNTS PAYABLE

ACCOUNTS PAYABLE
(0.03)

0.00 0.00

0.00 (0.03)

0.00 0.00
TYLERHOST\SYSTEM
. .2026

Page 1225 of 1492010 ends

Page 5 of 6 ends

ACCOUNT # ACCOUNT NAME

BEGINNING CURRENT CURRENT

BALANCE ACTIVITY BALANCE
215-0000-2000-0000
220-0000-2000-0000
240-0000-2000-0000
550-0000-2000-0000
600-0000-2000-0000
700-0000-2000-0000
750-0000-2000-0000
999-0000-2000-0000

ACCOUNTS PAYABLE

0.00 0.00 0.00

0.00 0.00 0.00
152,065.48 (38,654.03) 113,411.45
TOTAL ACCOUNTS PAYABLE 152,065.45
AP Pending
Due From Other Funds
Difference
113,411.42 AP Pending
113,411.42 Accounts Payable

0.00 Difference
(38,654.03) 113,411.42
113,411.42 Due From Other Funds
113,411.42 Accounts Payable

0.00 Difference
113,411.42
113,411.42

0.00 TYLERHOST\SYSTEM

4.20.2026

Page 1226 of 1910 ends

Page 6 of 6 ends

City of Beaumont
Investment Report
For the Quarter Ended
March 31, 2026
I certify that this report accurately reflects all City investments, and it is in conformity with the Investment Policy as approved by the City Council on May 18, 2021 which complies with the California Government Code. A copy of this Investment policy is available in the City of Beaumont Finance Department. The investment program herein provides sufficient cash flow liquidity to meet its expenditures obligations within the cash flow needs for the next seventeen months of budgeted and estimated budgeted expenditures.

A.4a loct_eh
Lisa Leach, CPA
Interim Finance Director
April 20, 2026

Page 1227 of 1910 ends

HOLDINGS
Consolidation Name:

Processing Date:

Investment Category
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
ALL
03/31/2026
Shares/Par Value Cusip
313,858.830
33,697.610
2,120.150
157,381.900

73.670
2,073.550
1,584,087.460
181,588.750
755,906.210
61,963.110
26,471.840
424.570
13,130.940

73.660
655,083.330
276,915.270
254,543.860
3,001.650
2,162.210
152,443.720

73.660
5,331.550
1,638.090
113,111.250
480,920.650
5,556.950
3,758.130
281,175.280

73.660
11,384.910
4,349.530
200,925.390
94,230.720
7,471.350
784.020
385,746.940

73.660
87,381.570
600,058.000
7,514.750
5,360.990
378,335.320

0.650

73.660
955.920
3,401.480
366,927.090
259,565.290
3,158.420
2,278.900
160,324.470

73.660
130,244.620
169,149.530
2,427.210
1,499.280
121,836.130

73.660
110,626.060
884,568.850
16,191.270
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
Asset Name
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Rate Maturity Account No.

3.404 0860304A

3.404 0860304B

3.404 0860304C

3.404 0860304D

3.404 08603041

3.404 0860304L

3.404 0860304Q

3.404 0860304R

3.404 0860304S

3.404 0860305A

3.404 0860305B

3.404 0860305C

3.404 0860305D

3.404 08603051

3.404 0860305N

3.404 0860305S

3.404 0860306A

3.404 0860306B

3.404 0860306C

3.404 0860306D

3.404 08603061

3.404 0860306L

3.404 0860306M

3.404 0860306S

3.404 0860307A

3.404 0860307B

3.404 0860307C

3.404 0860307D

3.404 08603071

3.404 0860307L

3.404 0860307M

3.404 0860307S

3.404 0860308A

3.404 0860308B

3.404 0860308C

3.404 0860308D

3.404 08603081

3.404 0860308S

3.404 0860309A

3.404 0860309B

3.404 0860309C

3.404 0860309D

3.404 0860309E

3.404 08603091

3.404 0860309M

3.404 0860309N

3.404 0860309S

3.404 0860310A

3.404 0860310B

3.404 0860310C

3.404 0860310D

3.404 08603101

3.404 0860310S

3.404 0860311A

3.404 0860311B

3.404 0860311C

3.404 0860311D

3.404 08603111

3.404 0860311S

3.404 0860317A

3.404 0860317B
Account Name
Beaumont CFD 93-1 IA 8C Spec Tax Fd
Beaumont CFD 93-1 IA 8C Interest
Beaumont CFD 93-1 IA 8C Principal
Beaumont CFD 93-1 IA 8C 2017A Reserve
Beaumont CFD 93-1 IA 80 Admin Exp
Beaumont CFD 93-1 IA 8C 2017A Redempt
Beaumont CFD 93-1 IA 8C 2018 Reserve
Beaumont CFD 93-1 IA 8C 2017A Rate Stab
Beaumont CFD 93-1 IA 8C 2017A Residual
Beaumont CFD 93-1 IA 8D Spec Tax Fd
Beaumont CFD 93-1 IA 8D Interest
Beaumont CFD 93-1 IA 8D Principal
Beaumont CFD 93-1 IA 8D 2017A Reserve
Beaumont CFD 93-1 IA 8D Admin Exp
Beaumont CFD 93-1 IA 8D 2018A Reserve
Beaumont CFD 93-1 IA 8D Surplus
Beaumont CFD 93-1 IA 14 2017A Spec Tax
Beaumont CFD 93-1 IA 14 2017A Interest
Beaumont CFD 93-1 IA 14 2017A Principal
Beaumont CFD 93-1 IA 14 2017A Reserve
Beaumont CFD 93-1 IA 14 2017A Admin Exp
Beaumont CFD 93-1 IA 14 2017A Redempt
Beaumont CFD 93-1 IA 14 2017A Sp Man Red
Beaumont CFD 93-1 IA 14 2017A Surplus
Beaumont CFD 93-1 IA 14A Spec Tax
Beaumont CFD 93-1 IA 14A 2017A Interest
Beaumont CFD 93-1 IA 14A 2017A Principal
Beaumont CFD 93-1 IA 14A 2017A Reserve
Beaumont CFD 93-1 IA 14A Admin Exp
Beaumont CFD 93-1 IA 14A 2017A Redempt
Beaumont CFD 93-1 IA 14A 2017A Sp Man Re
Beaumont CFD 93-1 IA 14A 2017A Surplus
Beaumont CFD 93-1 IA 14B Spec Tax
Beaumont CFD 93-1 IA 14B 2017A Interest
Beaumont CFD 93-1 IA 14B 2017A Principal
Beaumont CFD 93-1 IA 14B 2017A Reserve
Beaumont CFD 93-1 IA 14B Admin Exp
Beaumont CFD 93-1 IA 14B 2017A Surplus
Beaumont CFD 93-1 IA 19C Spec Tax
Beaumont CFD 93-1 IA 19C Interest
Beaumont CFD 93-1 IA 19C Principal
Beaumont CFD 93-1 IA 19C 2017A Reserve
Beaumont CFD 93-1 IA 19C 2017A Constr
Beaumont CFD 93-1 IA 19C Admin Exp
Beaumont CFD 93-1 IA 19C 2017A Sp Man Re
Beaumont CFD 93-1 IA 19C 2021 Redempt
Beaumont CFD 93-1 IA 19C 2017A Surplus
Beaumont CFD 93-1 IA 8 Special Tax Fd
Beaumont CFD 93-1 IA 8 2017A Interest
Beaumont CFD 93-1 IA 8 2017A Principal
Beaumont CFD 93-1 IA 8 2017A Reserve
Beaumont CFD 93-1 IA 8 2017A Admin Exp
Beaumont CFD 93-1 IA 8 2017A Surplus
Beaumont CFD 93-1 IA 8A Spec Tax
Beaumont CFD 93-1 IA 8A 2017A Interest
Beaumont CFD 93-1 IA 8A 2017A Principal
Beaumont CFD 93-1 IA 8A 2017A Reserve
Beaumont CFD 93-1 IA 8A Admin Exp
Beaumont CFD 93-1 IA 8A 2017A Surplus
Beaumont CFD 93-1 IA 6A1 2017A Spec Tax
Beaumont CFD 93-1 IA 6A1 2017A Interest
Cost Basis($) Unit Value Market Value($) Accrued Inc($) ed Ann Inc ($) CurrYield %Port 313,858.83
33,697.61
2,120.15
157,381.90

73.67 2,073.55
1, 584, 087.46
181, 588.75
755,906.21
61,963.11
26,471.84
424.57
13,130.94

73.66 655, 083.33
276,915.27
254,543.86
3,001.65
2,162.21
152,443.72

73.66 5,331.55
1,638.09
113,111.25
480,920.65
5,556.95
3,758.13
281,175.28

73.66 11,384.91
4,34953
200,925.39
94,230.72
7,471.35
784.02
385, 746.94

73.66 87,381.57
600,058.00
7,514.75
5,360.99
378,335.32

0.65 73.66
955.92
3,401.48
366,927.09
259, 565.29
3,158.42
2,278.90
160,324.47

73.66 130,244.62
169,149.53
2,427.21
1,499.28
121,836.13

73.66 110,626.06
884,568.85
16,191.27

1.0000

1.0000
313,858.83
33,697.61
2,120.15
157,381.90

73.67 2,073.55
1,584,087.46
181,588.75
755,906.21
61,963.11
26,471.84
424.57
13,130.94

73.66 655,083.33
276,915.27
254, 543.86
3,001.65
2,162.21
152,443.72

73.66 5,331.55
1,638.09
113,111.25
480,920.65
5,556.95
3,758.13
281,175.28

73.66 11,384.91
4,349.53
200,925.39
94,230.72
7,471.35
784.02
385,746.94

73.66 87,381.57
600,058.00
7,514.75
5,360.99
378,335.32

0.65 73.66
955.92
3,401.48
366,927.09
259,565.29
3,158.42
2,278.90
160,324.47

73.66 130,244.62
169,149.53
2,427.21
1,499.28
121,836.13

73.66 110,626.06
884,568.85
16,191.27
975.93 10,684.43 3.40 0.91
144.08 1,147.14 3.40 0.10

6.20 72.17 3.40 0.01
454.64 5,357.62 3.40 0.45

0.31 2.51 3.41 0.00

5.89 70.59 3.40 0.01
4,576.19 53,925.73 3.40 4.57
524.29 6,181.67 3.40 0.52
2,182.34 25,732.67 3.40 2.18
248.72 2,109.36 3.40 0.18

90.77 901.16 3.40 0.08

1.24 14.45 3.40 0.00

37.90 447.01 3.40 0.04

0.31 2.51 3.41 0.00
1,893.72 22,300.44 3.40 1.89
799.49 9,426.79 3.40 0.80
804.73 8,665.22 3.40 0.73

14.29 102.18 3.40 0.01

6.20 73.61 3.40 0.01
440.36 5,189.51 3.40 0.44

0.31 2.51 3.41 0.00

15.44 181.50 3.40 0.02

4.65 55.76 3.40 0.00
326.59 3,850.55 3.40 0.33
1,458.34 16,371.57 3.40 1.39

28.07 189.17 3.40 0.02

10.85 127.93 3.40 0.01
812.28 9,571.81 3.40 0.81

0.31 2.51 3.41 0.00

32.86 387.57 3.40 0.03

12.57 148.07 3.40 0.01
580.09 6,839.93 3.40 0.58
341.90 3,207.82 3.40 0.27

25.67 254.34 3.40 0.02

2.17 26.69 3.40 0.00
1,114.37 13,131.65 3.40 1.11

0.31 2.51 3.41 0.00
252.28 2,974.66 3.40 0.25
1,802.28 20,427.26 3.40 1.73

40.89 255.82 3.40 0.02

15.50 182.50 3.40 0.02
1,092.97 12, 879.34 3.40 1.09

0.00 0.02 3.08 0.00

0.31 2.51 3.41 0.00

2.79 32.54 3.40 0.00

9.92 115.79 3.40 0.01
1,059.31 12,490.98 3.40 1.06
819.26 8,836.16 3.40 0.75

15.04 107.52 3.40 0.01

6.51 77.58 3.40 0.01
463.18 5,457.79 3.40 0.46

0.31 2.51 3.41 0.00
375.98 4,433.81 3.40 0.38
558.17 5,758.21 3.40 0.49

13.86 82.63 3.40 0.01

4.34 51.04 3.40 0.00
351.94 4,147.56 3.40 0.35

0.31 2.51 3.41 0.00
319.39 3,765.95 3.40 0.32
2,623.67 30,112.62 3.40 2.55

79.27 551.19 3.40 0.05

Page 1228 of 1910 ends

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Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds -Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds -Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
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Money Market Funds -Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds -Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
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Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
7,261.650
820,818.550

73.660
5,256.630
576,754.890
14,935.810
2,529.390
238.010
128,409.700

50.420
56,443.530
105,475.590
19,194.290
531.700
983,521.650

73.660
332,636.330
104, 597.290
3,313.060
813.230
169,633.270

33.690

50.420
5,330.330

29.760

78.480
180.140

0.630
91,272.600

0.010
55,434.230
4,155.470
396.140
215, 555.490

50.420
86,010.930
116,444.420
20,439.970
684.160
1,047,582.830

73.660
395,448.010
78,051.530
14,211.600
438.140
728,311.510

73.660
299,760.400
133,421.110
12, 556.210
1,026.080
641,208.640
11,161.530

73.660
293, 653.790
141, 517.280
11, 500.820
655.720
576,285.650
1,165,531.490

73.660
574,857.020
637,581.700
69,953.810
4,824.790
418.430
246, 531.930
27,348.530
316175835
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Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX

3.404 0860317C

3.404 0860317D

3.404 08603171

3.404 0860317L

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3.404 0860318A

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3.404 08603181

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3.404 0860319A

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3.404 0860320A

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3.404 08603251

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3.404 0860326A

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3.404 0860326E
Beaumont CFD 93-1 IA 6A1 2017A Principal
Beaumont CFD 93-1 IA 6A1 2017A Reserve
Beaumont CFD 93-1 IA 6A1 2017A Admin Exp
Beaumont CFD 93-1 IA 6A1 2017A Redempt
Beaumont CFD 93-1 IA 6A1 2017A Surplus
Beaumont CFD 2019-12020 Special Tax
Beaumont CFD 2019-12020 Interest
Beaumont CFD 2019-12020 Principal
Beaumont CFD 2019-12020 Reserve
Beaumont CFD 2019-12020 Admin Exp
Beaumont CFD 2019-12020 Surplus
Beaumont CFD 93-1 IA 8F 2020 Spec Tax
Beaumont CFD 93-1 IA 8F 2020 Interest
Beaumont CFD 93-1 IA 8F 2020 Principal
Beaumont CFD 93-1 IA 8F 2020 Reserve
Beaumont CFD 93-1 IA 8F 2020 Admin Exp
Beaumont CFD 93-1 IA 8F 2020 Surplus
Beaumont CFD 93-1 IA 7B Spec Tax
Beaumont CFD 93-1 IA 7B Interest
Beaumont CFD 93-1 IA 7B Principal
Beaumont CFD 93-1 IA 7B 2018A Reserve
Beaumont CFD 93-1 IA 7B 2018A Construct
Beaumont CFD 93-1 IA 7B 2018A Admin Exp
Beaumont CFD 93-1 IA 7B 2018A Sp Man Red
BEAUMONT 93-1 7B SPEC TAX FD
BEAUMONT 93-1 7B BF INT ACCT
BEAUMONT 93-1 7B BF PRIN ACC
BEAUMONT 93-1 7B SER D CONST FND
Beaumont CFD 93-1 IA 7B Surplus
BEAUMONT 93-17B SPEC MAND RDPT ACCT
Beaumont CFD 93-1 IA 7D Spec Tax
Beaumont CFD 93-1 IA 7D Interest
Beaumont CFD 93-1 IA 7D Principal
Beaumont CFD 93-1 IA 7D Reserve
Beaumont CFD 93-1 IA 7D Admin Exp
Beaumont CFD 93-1 IA 7D Surplus
Beaumont CFD 93-1 IA 8E 2018 Spec Tax
Beaumont CFD 93-1 IA 8E 2018 Interest
Beaumont CFD 93-1 IA 8E 2018 Principal
Beaumont CFD 93-1 IA 8E 2018 Reserve
Beaumont CFD 93-1 IA 8E 2018 Admin Exp
Beaumont CFD 93-1 IA 8E 2018 Surplus
Beaumont CFD 93-1 IA 17C 2018A Spec Tax
Beaumont CFD 93-1 IA 170 2018 Interest
Beaumont CFD 93-1 IA 17C 2018 Principal
Beaumont CFD 93-1 IA 17C 2018 Reserve
Beaumont CFD 93-1 IA 17C 2018 Admin Exp
Beaumont CFD 93-1 IA 17C 2018 Surplus
Beaumont CFD 2016-2 Sundance 2019 Sp Tax
Beaumont CFD 2016-2 Sundance 2019 Int
Beaumont CFD 2016-2 Sundance 2019 Prin
Beaumont CFD 2016-2 Sundance 2019 Resery
Beaumont CFD 2016-2 Sundance 2019 Acq Co
Beaumont CFD 2016-2 Sundance 2019 Adm Ex
Beaumont CFD 2016-2 Sundance 2019 Surpl
Beaumont CFD 2016-3 Sundance Sp Tax
Beaumont CFD 2016-3 Sundance Int
Beaumont CFD 2016-3 Sundance Prin
Beaumont CFD 2016-3 Sundance 2023 Resery
Beaumont CFD 2016-3 Sundanc City Fac Con
Beaumont CFD 2016-3 Sundance Admin Exp
Beaumont CFD 2016-3 Sundance 2025 Resery
Beaumont CFD 2016-3 Sundance 2023 Surplu
Beaumont CFD 2016-4 2019 Special Tax Fun
Beaumont CFD 2016-4 2019 Interest
Beaumont CFD 2016-4 2019 Principal
Beaumont CFD 2016-4 2019 Reserve
Beaumont CFD 2016-4 2019 Acq Const
7,261.65
820,818.55

73.66 5,256.63
576,754.89
14,935.81
2,529.39
238.01
128,409.70

50.42 56,443.53
105,475.59
19,194.29
531.70
983, 521.65

73.66 332,636.33
104, 597.29
3,313.06
813.23
169,633.27

33.69 50.42
5,330.33

29.76 78.48
180.14

0.63 91,272.60

0.01 55,434.23
4,155.47
396.14
215, 555.49

50.42 86, 010.93
116,444.42
20,439.97
684.16
1, 047, 582.83

73.66 395,448.01
78,051.53
14,211.60
438.14
728,311.51

73.66 299,760.40
133,421.11
12,556.21
1,026.08
641,208.64
11,161.53

73.66 293,653.79
141, 517.28
11,500.82
655.72
576,285.65
1,165, 531.49

73.66 574, 857.02
637, 581.70
69,953.81
4,824.79
418.43
246, 531.93
27,348.53

1.0000

1.0000
7,261.65
820,818.55

73.66 5,256.63
576,754.89
14,935.81
2,529.39
238.01
128,409.70

50.42 56,443.53
105,475.59
19,194.29
531.70
983,521.65

73.66 332,636.33
104,597.29
3,313.06
813.23
169,633.27

33.69 50.42
5,330.33

29.76 78.48
180.14

0.63 91,272.60

0.01 55,434.23
4,155.47
396.14
215,555.49

50.42 86,010.93
116,444.42
20,439.97
684.16
1,047,582.83

73.66 395,448.01
78,051.53
14,211.60
438.14
728,311.51

73.66 299,760.40
133,421.11
12,556.21
1,026.08
641,208.64
11,161.53

73.66 293,653.79
141,517.28
11,500.82
655.72
576,285.65
1,165,531.49

73.66 574,857.02
637,581.70
69,953.81
4,824.79
418.43
246, 531.93
27,348.53

21.01 247.20 3.40 0.02
2,371.22 27,942.42 3.40 2.37

0.31 2.51 3.41 0.00

15.19 178.95 3.40 0.02
1,665.10 19,633.97 3.40 1.66
112.92 508.45 3.40 0.04

10.51 86.11 3.40 0.01

0.62 8.10 3.40 0.00
370.90 4,371.34 3.40 0.37

0.00 1.72 3.41 0.00
162.95 1,921.46 3.40 0.16
374.31 3,590.61 3.40 0.30

76.88 653.41 3.40 0.06

1.55 18.10 3.40 0.00
2,841.26 33,481.18 3.40 2.84

0.31 2.51 3.41 0.00
960.36 11,323.65 3.40 0.96
348.54 3,560.72 3.40 0.30

13.60 112.78 3.40 0.01

2.48 27.68 3.40 0.00
490.05 5,774.68 3.40 0.49

0.00 1.15 3.41 0.00

0.00 1.72 3.41 0.00

15.44 181.46 3.40 0.02

0.00 1.01 3.39 0.00

0.31 2.67 3.40 0.00

0.62 6.13 3.40 0.00

0.00 0.02 3.17 0.00
263.51 3,107.11 3.40 0.26

0.00 0.00 0.00 0.00
206.62 1,887.10 3.40 0.16

17.45 141.46 3.40 0.01

1.24 13.49 3.41 0.00
622.69 7,337.97 3.40 0.62

0.00 1.72 3.41 0.00
248.35 2,928.00 3.40 0.25
405.99 3,964.02 3.40 0.34

82.21 695.82 3.40 0.06

1.86 23.29 3.40 0.00
3,026.31 35,661.96 3.40 3.02

0.31 2.51 3.41 0.00
1,141.70 13,461.90 3.40 1.14
295.20 2,657.04 3.40 0.23

57.19 483.79 3.40 0.04

1.24 14.92 3.41 0.00
2,103.95 24,793.28 3.40 2.10

0.31 2.51 3.41 0.00
865.43 10,204.49 3.40 0.86
454.98 4,541.94 3.40 0.38

54.15 427.44 3.40 0.04

3.10 34.93 3.40 0.00
1,852.36 21, 828.11 3.40 1.85

32.23 379.96 3.40 0.03

0.31 2.51 3.41 0.00
847.81 9,996.60 3.40 0.85
478.35 4,817.55 3.40 0.41

67.19 391.51 3.40 0.03

1.86 22.32 3.40 0.00
1,664.79 19,618.00 3.40 1.66
3,364.91 39,677.19 3.40 3.36

0.31 2.51 3.41 0.00
1,659.65 19, 569.36 3.40 1.66
1,840.76 21,704.65 3.40 1.84
248.51 2,381.38 3.40 0.20

20.60 164.25 3.40 0.01

1.24 14.24 3.40 0.00
712.19 8,392.47 3.40 0.71

78.97 931.00 3.40 0.08

Page 1229 of 1910 ends

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Money Market Funds - Taxable
Money Market Funds - Taxable
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Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds -Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds -Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds -Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable
Money Market Funds - Taxable

73.660
102,919.880
114,747.370
10,742.660
871.440
548,398.830
963.950

73.660
262,101.230
6,458.210

5.880
120.190

50.420
9,901.250
39,440.500

21.340
441.910

73.660
26,688.950
21,132.030

13.000
275.370

73.660
15,488.940
68,873.860

32.040
680.140

73.660
42,956.840
19,787.560

13.000
275.370

73.760
17,697.720
29,652.240

15.720
333.100

73.660
13,847.290
320,675.980

66.810
2,798.060

73.660
2,948.960
77, 023.790
77,654.240

23.760
837.030

73.660
33,879.700
233,933.900
142.760
2,128.480

73.660
155, 546.740

17.650
11,155.080
18,078.480
22,663.350
33,825.100
16, 039.820
171.790
823,507.890
39,635.540
50, 012.230
17, 652.780
84, 060.340
125.480
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Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX

3.404 08603261

3.404 0860326S

3.404 0860327A

3.404 0860327B

3.404 0860327C

3.404 0860327D

3.404 0860327E

3.404 08603271

3.404 0860327S

3.404 0860328A

3.404 0860328B

3.404 0860328C

3.404 08603281

3.404 0860328S

3.404 0860329A

3.404 0860329B

3.404 0860329C

3.404 08603291

3.404 0860329S

3.404 0860330A

3.404 0860330B

3.404 0860330C

3.404 08603301

3.404 0860330S

3.404 0860331A

3.404 0860331B

3.404 0860331C

3.404 08603311

3.404 0860331S

3.404 0860332A

3.404 0860332B

3.404 0860332C

3.404 08603321

3.404 0860332S

3.404 0860333A

3.404 0860333B

3.404 0860333C

3.404 08603331

3.404 0860333S

3.404 0860334A

3.404 0860334B

3.404 0860334C

3.404 08603341

3.404 0860334N

3.404 0860334S

3.404 0860336A

3.404 0860336B

3.404 0860336C

3.404 08603361

3.404 0860336S

3.404 0860338A

3.404 0860338B

3.404 0860338C

3.404 08603381

3.404 0860338S

3.404 0860341A

3.404 08603411

3.404 0860342A

3.404 0860343A

3.404 0860345A

3.404 0860345B

3.404 0860345C

3.404 0860345D

3.404 0860345E

3.404 0860345S

3.404 0860346A

3.404 0860347A

3.404 0860347B
Beaumont CFD 2016-4 2019 Admin Exp
Beaumont CFD 2016-4 2019 Surplus
Beaumont CFD 2016-1 Fairway 2019 Spec Tx
Beaumont CFD 2016-1 Fairway 2019 Int
Beaumont CFD 2016-1 Fairway 2019 Prin
Beaumont CFD 2016-1 Fairway 2019 Reserve
Beaumont CFD 2016-1 Fairway 2019 Acq Con
Beaumont CFD 2016-1 Fairway 2019 Adm Exp
Beaumont CFD 2016-1 Fairway 2019 Surplus
Beaumont CFD93-1 IA#9 2019 Spec Tax
Beaumont CFD93-1 IA9 2019 Interest Acct
Beaumont CFD93-1 IA9 2019 Principal Acct
Beaumont CFD93-1 IA9 2019 Admin Exp Acct
Beaumont CFD93-1 IA9 2019 Surplus Fund
Beaumont CFD93-1 IA 10A 2019 Spec Tax
Beaumont CFD93-1 IA 10A 2019 Interest
Beaumont CFD93-1 IA 10A 2019 Principal
Beaumont CFD93-1 IA 10A 2019 Admin Exp
Beaumont CFD93-1 IA 10A 2019 Surplus FD
Beaumont CFD93-1 IA 12A 2019 Spec Tax
Beaumont CFD93-1 IA 12A 2019 Interest
Beaumont CFD93-1 IA 12A 2019 Principal
Beaumont CFD93-1 IA 12A 2019 Admin Exp
Beaumont CFD93-1 IA 12A 2019 Surplus
Beaumont CFD93-1 IA 3 2019 Special Tax
Beaumont CFD93-1 IA 3 2019 Interest
Beaumont CFD93-1 IA 3 2019 Principal
Beaumont CFD93-1 IA 3 2019 Admin Expense
Beaumont CFD93-1 IA 3 2019 Surplus Fund
Beaumont CFD93-1 IA 112019 Special Tax
Beaumont CFD93-1 IA 112019 Interest
Beaumont CFD93-1 IA 112019 Principal
Beaumont CFD93-1 IA 112019 Admin Exp
Beaumont CFD93-1 IA 112019 Surplus Fund
BEAUMONT CFD 93-1 IA -7C 2021 SPEC TAX
BEAUMONT CFD 93-1 IA -7C 2021 Interest
BEAUMONT CFD 93-1 IA -7O 2021 Principal
BEAUMONT CFD 93-1 IA -7O 2021 Admin Exp
BEAUMONT CFD 93-1 IA -7C 2021 Surplus
Beaumont CFD 93-1 IA 17A Spec Tax
Beaumont CFD 93-1 IA 17A 2021 Interest
Beaumont CFD 93-1 IA 17A 2021 Principal
Beaumont CFD 93-1 IA 17A 2021 Admin Exp
Beaumont CFD 93-1 IA 17A 2021 Redemp
Beaumont CFD 93-1 IA 17A 2021 Surplus
Beaumont CFD 93-1 IA 20 2021 Spec Tax Fd
Beaumont CFD 93-1 IA 20 2021 Interest
Beaumont CFD 93-1 IA 20 2021 Principal
Beaumont CFD 93-1 IA 20 2021 Admin Exp
Beaumont CFD 93-1 IA 20 2021 Surplus
Beaumont CFD 93-1 IA 17B 2020 Spec Tax
Beaumont CFD 93-1 IA 17B 2020 Interest
Beaumont CFD 93-1 IA 17B 2020 Principal
Beaumont CFD 93-1 IA 17B 2020 Admin Exp
Beaumont CFD 93-1 IA 17B 2020 Surplus
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Admin Exp
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont CFD 93-1 IA 17D Special Tax
Beaumont CFD 93-1 IA 17D Interest
Beaumont CFD 93-1 IA 17D Principal
Beaumont CFD 93-1 IA 17D Reserve
Beaumont CFD 93-1 IA 17D Acq & Const
Beaumont CFD 93-1 IA 17D Surplus
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont CFD 93-1 IA 8B 2025 Spec Tax
Beaumont CFD 93-1 IA 8B 2025 Int Acct

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
102,919.88 1.0000 102,919.88 297.13 3,503.61 3.40 0.30
114,747.37 1.0000 114,747.37 401.13 3,906.25 3.40 0.33
10,742.66 1.0000 10,742.66 46.60 365.70 3.40 0.03
871.44 1.0000 871.44 2.48 29.67 3.40 0.00
548,398.83 1.0000 548,398.83 1,584.22 18,668.67 3.40 1.58 963.95 1.0000 963.95 2.79 32.81 3.40 0.00

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
262,101.23 1.0000 262,101.23 756.72 8,922.49 3.40 0.76
6,458.21 1.0000 6,458.21 65.15 219.85 3.40 0.02

5.88 1.0000 5.88 0.49 0.20 3.40 0.00
120.19 1.0000 120.19 0.31 4.09 3.40 0.00

50.42 1.0000 50.42 0.00 1.72 3.41 0.00
9,901.25 1.0000 9,901.25 28.57 337.06 3.40 0.03
39,440.50 1.0000 39,440.50 183.69 1,342.64 3.40 0.11

21.34 1.0000 21.34 1.73 0.73 3.42 0.00
441.91 1.0000 441.91 1.24 15.04 3.40 0.00

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
26,688.95 1.0000 26,688.95 77.07 908.55 3.40 0.08
21,132.03 1.0000 21,132.03 130.84 719.38 3.40 0.06

13.00 1.0000 13.00 1.08 0.44 3.38 0.00
275.37 1.0000 275.37 0.93 9.37 3.40 0.00

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
15,488.94 1.0000 15,488.94 44.67 527.28 3.40 0.04
68,873.86 1.0000 68,873.86 268.66 2,344.61 3.40 0.20

32.04 1.0000 32.04 2.62 1.09 3.40 0.00
680.14 1.0000 680.14 1.86 23.15 3.40 0.00

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
42,956.84 1.0000 42,956.84 124.05 1,462.34 3.40 0.12
19,787.56 1.0000 19,787.56 126.95 673.61 3.40 0.06

13.00 1.0000 13.00 1.08 0.44 3.38 0.00
275.37 1.0000 275.37 0.93 9.37 3.40 0.00

73.76 1.0000 73.76 0.31 2.51 3.40 0.00
17,697.72 1.0000 17,697.72 51.12 602.47 3.40 0.05
29,652.24 1.0000 29,652.24 155.39 1,009.43 3.40 0.09

15.72 1.0000 15.72 1.30 0.54 3.44 0.00
333.10 1.0000 333.10 0.93 11.34 3.40 0.00

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
13,847.29 1.0000 13,847.29 39.98 471.39 3.40 0.04
320,675.98 1.0000 320,675.98 995.67 10,916.50 3.40 0.92

66.81 1.0000 66.81 5.77 2.27 3.40 0.00
2,798.06 1.0000 2,798.06 8.06 95.25 3.40 0.01

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
2,948.96 1.0000 2,948.96 9.40 100.39 3.40 0.01
77,023.79 1.0000 77,023.79 222.37 2,622.05 3.40 0.22
77,654.24 1.0000 77,654.24 294.01 2,643.52 3.40 0.22

23.76 1.0000 23.76 1.93 0.81 3.41 0.00
837.03 1.0000 837.03 2.48 28.49 3.40 0.00

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
33,879.70 1.0000 33,879.70 97.82 1,153.34 3.40 0.10
233,933.90 1.0000 233,933.90 745.23 7,963.61 3.40 0.67
142.76 1.0000 142.76 11.95 4.86 3.40 0.00
2,128.48 1.0000 2,128.48 6.20 72.46 3.40 0.01

73.66 1.0000 73.66 0.31 2.51 3.41 0.00
155,546.74 1.0000 155,546.74 449.08 5,295.14 3.40 0.45

17.65 1.0000 17.65 0.00 0.60 3.40 0.00
11,155.08 1.0000 11,155.08 32.22 379.74 3.40 0.03
18,078.48 1.0000 18,078.48 52.16 615.43 3.40 0.05
22,663.35 1.0000 22,663.35 65.41 771.51 3.40 0.07
33,825.10 1.0000 33,825.10 167.47 1,151.48 3.40 0.10
16,039.82 1.0000 16,039.82 66.53 546.03 3.40 0.05
171.79 1.0000 171.79 0.62 5.85 3.41 0.00
823,507.89 1.0000 823,507.89 2,378.98 28,033.97 3.40 2.38 39,635.54 1.0000 39,635.54 114.45 1,349.28 3.40 0.11
50,012.23 1.0000 50,012.23 144.40 1,702.52 3.40 0.14
17,652.78 1.0000 17,652.78 24.63 600.94 3.40 0.05
84,060.34 1.0000 84,060.34 312.54 2,861.59 3.40 0.24
125.48 1.0000 125.48 10.71 4.27 3.40 0.00

Page 1230 of 1910 ends

73.060
74,910.240

76.780

1.000

73.060
90,339.510
237.360

73.080
113,986.220
109.960
60,802.650
296,729.250
316.390
26,090.350
4,911.710
2,340,423.240
193,153.010
17,998.960
1,250.110
932,219.100
141,454.760

71.610
216,254.960
32,965.740

28.000
3,744.740
145,008.890

95.800
5,575,639.160
3,635.960
133,740.400
457,653.100
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
316175835
61747C616
61747C616
61747C616
61747C616
617470616
61747C616
61747C616
617470616
61747C616
61747C616
61747C616
61747C616
61747C616
61747C616
61747C616
617470616
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Fidelity Treasury Portfolio II FCEXX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
Morgan Stanley Ins Liq Treasury ADM MTTX
55,000.000 BC250268 Beaumont CFD 2023-1 IA 120 5.0000% 09 190,000.000 80250269 Beaumont CFD 2023-1 IA 2 20 5.0000% W 30,000.000 BC25027B Beaumont CFD 2023-1 IA 120 5.0000% Of 110,000.000 BC25027C Beaumont CFD 2023-1 IA 2 20 5.0000% W. 35,000.000 BC25028A Beaumont CFD 2023-1 IA 120 5.0000% Of 115,000.000 BC25028B Beaumont CFD 2023-1 IA 2 20 5.0000% Of 35,000.000 BC25029B Beaumont CFD 2023-1 IA 120 5.0000% W. 120,000.000 BC25029C Beaumont CFD 2023-1 IA 2 20 5.0000% W 35,000.000 BC25030A Beaumont CFD 2023-1 IA 120 5.0000% Of 125,000.000 BC25030B Beaumont CFD 2023-1 IA 2 20 5.0000% W 40,000.000 BC250319 Beaumont CFD 2023-1 IA 120 5.0000% Of 135,000.000 BC25031A Beaumont CFD 2023-1 IA 2 20 5.0000% Oc. 40,000.000 80250329 Beaumont CFD 2023-1 IA 120 5.0000% W 140,000.000 BC25032A Beaumont CFD 2023-1 IA 2 20 5.0000% Of 45,000.000 B0250336 Beaumont CFD 2023-1 IA 120 5.0000% W. 145,000.000 B0250337 Beaumont CFD 2023-1 IA 2 20 5.0000% Of 45,000.000 BC250344 Beaumont CFD 2023-1 IA 120 5.0000% Of

3.404

3.364

5.000 09/01/2026

5.000 09/01/2027

5.000 09/01/2028

5.000 09/01/2029

5.000 09/01/2030

5.000 09/01/2031

5.000 09/01/2032

5.000 09/01/2028

5.000 09/01/2032
08603471
0860348A
0860348B
0860348O
08603481
0860349A
0860349B
08603491
0860350A
0860350B
08603501
0860351A
0860351B
08603511
0860352B
0860352E
0860344A
0860344B
0860344O
0860344D
0860344E
08603441
0860344S
0860353A
0860353B
0860353E
0860354A
0860354B
0860354E
08603551
0860355M
0860355N
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
Beaumont CFD 93-1 IA 8B 2025 Admin Exp
Beaumont CFD 93-1 IA 18 2025 Special Tax
Beaumont CFD 93-1 IA 18 2025 Int Acct
Beaumont CFD 93-1 IA 18 2025 Prin Acct
Beaumont CFD 93-1 IA 18 2025 Admin Exp
Beaumont CFD 93-1 IA 7A1 2025 Spec Tax
Beaumont CFD 93-1 IA 7A1 2025 Int Acct
Beaumont CFD 93-1 IA 7A1 2025 Admin Exp
Beaumont CFD 93-1 IA 16 2025 Special Tax
Beaumont CFD 93-1 IA 16 2025 Interest
Beaumont CFD 93-1 IA 16 2025 Admin Exp
Beaumont CFD 93-1 IA 19A 2025 Spec Tax
Beaumont CFD 93-1 IA 19A 2025 Interest
Beaumont CFD 93-1 IA 19A 2025 Admin Exp
Beaumont PIA WW Rev Bds 2025 Interest
Beaumont PIA WW Rev Bds 2025 Acquisition
Beaumont CFD 2021-1 Special Tax
Beaumont CFD 2021-1 Interest
Beaumont CFD 2021-1 Principal
Beaumont CFD 2021-12024 Reserve
Beaumont CFD 2021-1 City Facilities
Beaumont CFD 2021-1 Admin Exp
Beaumont CFD 2021-1 Surplus
Beaumont CFD 2023-1 IA 1 Special Tax
Beaumont CFD 2023-1 IA 1 Interest
Beaumont CFD 2023-1 IA 1 Acq & Const
Beaumont CFD 2023-1 IA 2 Special Tax
Beaumont CFD 2023-1 IA 2 Interest
Beaumont CFD 2023-1 IA 2 Acq & Const
Beaumont PIA LARB Ser 2025B COI
Beaumont PIA LARB Ser 2025B IA 1 Reserve
Beaumont PIA LARB Ser 2025B IA 2 Reserve
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue

73.06 74,910.24

76.78 1.00

73.06 90,339.51
237.36

73.08 113,986.22
109.96
60,802.65
296, 729.25
316.39
26, 090.35
4,911.71
2,340,423.24
193,153.01
17,998.96
1,250.11
932,219.10
141,454.76

71.61 216,254.96
32,965.74

28.00 3,744.74
145,008.89

95.80 5,575,639.16
3,635.96
133,740.40
457,653.10

1.0000

1.0000
55,000.00 0.0000
190,000.00 0.0000
30,000.00 0.0000
110,000.00 0.0000
35,000.00 0.0000
115,000.00 0.0000
35,000.00 0.0000
120,000.00 0.0000
35,000.00 0.0000
125,000.00 0.0000
40,000.00 0.0000
135,000.00 0.0000
40,000.00 0.0000
140,000.00 0.0000
45,000.00 0.0000
145,000.00 0.0000
45,000.00 0.0000

73.06 74,910.24

76.78 1.00

73.06 90,339.51
237.36

73.08 113,986.22
109.96
60,802.65
296,729.25
316.39
26,090.35
4,911.71
2,340,423.24
193,153.01
17,998.96
1,250.11
932,219.10
141,454.76

71.61 216,254.96
32,965.74

28.00 3,744.74
145,008.89

95.80 5,575,639.16
3,635.96
133,740.40
457,653.10

0.00 0.00

0.00 0.31 2.49
286.10 2,550.10

6.67 2.61

0.00 0.03

0.31 2.49
330.60 3,075.35

20.30 8.08

0.31 2.49
398.88 3,880.33

9.43 3.74
175.52 2,069.85
926.54 10,101.30

27.16 10.77

75.32 888.17
188.14 167.21
6,756.98 79,673.02
622.85

82.58 3.58
2,673.12
405.37

0.21 619.73
163.79

2.41 10.73
484.89

8.24 15,978.41

10.42 383.27
1,311.52
222.77
769.55
121.51
445.53
141.76
465.78
141.76
486.03
141.76
506.28
162.01
546.79
162.01
567.04
182.26
587.29
182.26
6,569.07
612.14

42.52 31,704.48
4,810.83

2.44 7,354.76
1,121.15

0.95 127.36
4,931.71

3.26 189,625.76
123.66
4,548.47
15,564.64
2,750.00
9,500.00
1,500.00
5,500.00
1,750.00
5,750.00
1,750.00
6,000.00
1,750.00
6,250.00
2,000.00
6,750.00
2,000.00
7,000.00
2,250.00
7,250.00
2,250.00

3.41 0.00

3.40 0.22

3.40 0.00

3.00 0.00

3.41 0.00

3.40 0.26

3.40 0.00

3.41 0.00

3.40 0.33

3.40 0.00

3.40 0.18

3.40 0.86

3.40 0.00

3.40 0.08

3.40 0.01

3.40 6.75

3.40 0.56

3.40 0.05

3.40 0.00

3.40 2.69

3.40 0.41

3.41 0.00

3.40 0.62

3.40 0.10

3.39 0.00

3.40 0.01

3.40 0.42

3.40 0.00

3.40 16.08

3.40 0.01

3.40 0.39

3.40 1.32

0.00 0.00

Page 1231 of 1910 ends

Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
155,000.000 BC250345 Beaumont CFD 2023-1 IA 2 20 5.0000% Of 45,000.000 BC250354 Beaumont CFD 2023-1 IA 120 5.0000% W. 160,000.000 BC250355 Beaumont CFD 2023-1 IA 2 20 5.0000% W 270,000.000 BC250403 Beaumont CFD 2023-1 IA 120 5.0000% Of 940,000.000 BC250404 Beaumont CFD 2023-1 IA 2 20 5.0000% W. 200,000.000 BC250431 Beaumont CFD 2023-1 IA 120 5.0000% Of 685,000.000 BC250432 Beaumont CFD 2023-1 IA 2 20 5.0000% W. 150,000.000 BC250452 Beaumont CFD 2023-1 IA 120 5.0000% 0X 515,000.000 BC250453 Beaumont CFD 2023-1 IA 2 20 5.0000% Of 450,000.000 BO250501 Beaumont CFD 2023-1 IA 120 5.0000% W. 1,525,000.000 BO250502 Beaumont CFD 2023-1 IA 2 20 5.0000% W 575,000.000 BC250551 Beaumont CFD 2023-1 IA 120 5.0000% Of 1,955,000.000 BC250552 Beaumont CFD 2023-1 IA 2 20 5.0000% W. 80,000.000 BC90031 Beaumont CFD 93 -1 IA 112 4.0000% 09/W 70,000.000 BC91226 Beauaumont CFO 93-1 STRB1 S 1.2840%
75,000.000 BC912260 Beaumont CFD 93- I IA 7C 20 1.2840% 09/ 595,000.000 BC912261 Beaumont CFD 93-1 IA 17 A 2 1.2840% 09i 410,000.000 BC912262 BEUMONT CFD 93-12021 1.2840% 09/
175,000.000 8O912263 Beaumont CFD 93-1 IA 20 20' 1.2840% 091 70,000.000 BC91527 Beaumont CFO 93-1 STRB 2021 1.544 9/1) 75,000.000 BO915270 Beaumont CFD 93- I IA 7C 20 1.5440% 09/ 605,000.000 BC915271 Beaumont CFD 93-1 IA 17 A 2 1.5440% 091 385,000.000 BC915272 BEUMONT CFD 93-12021 1.5440% 09/
180,000.000 BC915273 Beaumont CFD 93-1 IA 20 20' 1.5440% 091 115,000.000 BC91726 Beaumont CFD 93 -1 STRB 202 1.7020% 0! 450,000.000 BC917260 Beaumont CFO 93-1 IA 178 20 1.7020% 0 70,000.000 BC91728 Beaumont CFO 93-1 STRB 2021 1.7940% ( 75,000.000 BC917280 Beaumont CFD 93- I IA 7C 20 1.7940% 09/ 615,000.000 BC917281 Beaumont CFD 93-1 IA 17 A 2 1.7940% 09) 360,000.000 8O917282 BEUMONT CFD 93-12021 1.7940% 09/
185,000.000 BC917283 Beaumont CFD 93-1 IA 20 20' 1.7940% 09) 130,000.000 BC91827 Beaumont CFD 93 -1 STRB 202 1.8250% 0! 460,000.000 BC918270 Beaumont CFO 93-1 IA 178 20 1.8520% 0 80,000.000 BC91929 Beaumont CFO 93-1 STRB 2021 1.9470% (

5.000 09/01/2032

5.000 09/01/2035

5.000 09/01/2040

5.000 09/01/2043

5.000 09/01/2045

5.000 09/01/2050

5.000 09/01/2055

4.000 09/01/2031

1.284 09/01/2026

1.544 09/01/2027

1.702 09/01/2026

1.794 09/01/2028

1.825 09/01/2027

1.852 09/01/2027

1.947 09/01/2029
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860355A
0860341A
0860343A
0860343A
0860343A
0860343A
0860343A
0860343A
0860343A
0860343A
0860343A
0860343A
0860342A
0860342A
0860343A
0860343A
0860343A
0860343A
0860343A
0860342A
0860342A
0860343A
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont PIA LARB Ser 2025B Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LRBS 2021 Revenue Fund
155,000.00 0.0000
45,000.00 0.0000
160,000.00 0.0000
270,000.00 0.0000
940,000.00 0.0000
200,000.00 0.0000
685,000.00 0.0000
150,000.00 0.0000
515,000.00 0.0000
450,000.00 0.0000
1,525,000.00 0.0000
575,000.00 0.0000
1,955,000.00 0.0000
80,000.00 0.0000
70,000.00 0.0000
75,000.00 0.0000
595,000.00 0.0000
410,000.00 0.0000
175,000.00 0.0000
70,000.00 0.0000
75,000.00 0.0000
605,000.00 0.0000
385,000.00 0.0000
180,000.00 0.0000
115,000.00 0.0000
450,000.00 0.0000
70,000.00 0.0000
75,000.00 0.0000
615,000.00 0.0000
360,000.00 0.0000
185,000.00 0.0000
130,000.00 0.0000
460,000.00 0.0000
80,000.00 0.0000

0.00 627.79 7,750.00 0.00 0.00

0.00 182.26 2,250.00 0.00 0.00

0.00 648.04 8,000.00 0.00 0.00

0.00 1,093.58 13, 500.00 0.00 0.00

0.00 3,807.26 47,000.00 0.00 0.00

0.00 810.06 10,000.00 0.00 0.00

0.00 2,774.44 34,250.00 0.00 0.00

0.00 607.54 7,500.00 0.00 0.00

0.00 2,085.89 25,750.00 0.00 0.00

0.00 1,822.63 22,500.00 0.00 0.00

0.00 6,176.68 76,250.00 0.00 0.00

0.00 2,328.91 28,750.00 0.00 0.00

0.00 7,918.30 97,750.00 0.00 0.00

0.00 259.22 3,200.00 0.00 0.00

0.00 72.81 898.80 0.00 0.00

0.00 78.01 963.00 0.00 0.00

0.00 618.87 7,639.80 0.00 0.00

0.00 426.45 5,264.40 0.00 0.00

0.00 182.02 2,247.00 0.00 0.00

0.00 87.55 1,080.80 0.00 0.00

0.00 93.80 1,158.00 0.00 0.00

0.00 756.69 9,341.20 0.00 0.00

0.00 481.53 5,944.40 0.00 0.00

0.00 225.13 2,779.20 0.00 0.00

0.00 158.55 1,957.30 0.00 0.00

0.00 620.42 7,659.00 0.00 0.00

0.00 101.73 1,255.80 0.00 0.00

0.00 108.99 1,345.50 0.00 0.00

0.00 893.74 11,033.10 0.00 0.00

0.00 523.17 6,458.40 0.00 0.00

0.00 268.85 3,318.90 0.00 0.00

0.00 192.19 2,372.50 0.00 0.00

0.00 690.10 8,519.20 0.00 0.00

0.00 126.17 1,557.60 0.00 0.00

Page 1232 of 1910 ends

Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
75,000.000 BC919290 Beaumont CFD 93- I IA 7C 20 1.9470% 09/ 625,000.000 BC919291 Beaumont CFD 93-1 IA 17 A 2 1.9470% 091 335,000.000 BC919292 BEUMONT CFD 93-12021 1.9470% 09/
185,000.000 BC919293 Beaumont CFD 93-1 IA 20 20' 1.9470% 09/ 140,000.000 BC92028 Beaumont CFD 93 -1 STRB 202 2.0450% 0! 470,000.000 BC920280 Beaumont CFO 93-1 IA 178 20 2.0450% OS 145,000.000 BC92129 Beaumont CFD 93 -1 STRB 202 2.1450% 0! 480,000.000 8O921290 Beaumont CFO 93-1 IA 178 20 2.1450% OS 85,000.000 BC92130 Beaumont CFO 93-1 STRB 2021 2.0970% ( 75,000.000 BO921300 Beaumont CFD 93- I IA 7C 20 2.0970% 09/ 635,000.000 BO921301 Beaumont CFD 93-1 IA 17 A 2 2.0970% 09/ 310,000.000 BC921302 BEUMONT CFD 93-12021 2.0970% 09/
190,000.000 BC921303 Beaumont CFD 93-1 IA 20 20' 2.0970% 09/ 145,000.000 BC92230 Beaumont CFD 93 -1 STRB 202 2.2450% 0! 485,000.000 BC922300 Beaumont CFO 93-1 IA 178 20 2.2450% OS 85,000.000 BC92231 Beaumont CFO 93-1 STRB 2021 2.1970% ( 80,000.000 BC922310 Beaumont CFD 93- I IA 7C 20 2.1970% 09/ 645,000.000 BC922311 Beaumont CFD 93-1 IA 17 A 2 2.1970% 09) 285,000.000 8O922312 BEUMONT CFD 93-12021 2.1970% 09/
195,000.000 BC922313 Beaumont CFD 93-1 IA 20 20' 2.1970% 09) 95,000.000 BC92432 Beaumont CFO 93-1 STRB 2021 2.3970% ( 80,000.000 BO924320 Beaumont CFD 93- I IA 7C 20 2.3970% 09/ 660,000.000 BC924321 Beaumont CFD 93-1 IA 17 A 2 2.3970% 09' 255,000.000 BC924322 BEUMONT CFD 93-12021 2.3970% 09/
200,000.000 BC924323 Beaumont CFD 93-1 IA 20 20' 2.3970% 09/ 200,000.000 BC92534 Beaumont CFO 93-1 STRB 2021 2.5000% ( 160,000.000 BC925340 Beaumont CFD 93- I IA 7C 20 2.5000% 09/ 1,340,000.000 BC925341 Beaumont CFD 93-1 IA 17 A 2 2.5000% 09/ 430,000.000 BC925342 BEUMONT CFD 93-12021 2.5000% 09/
405,000.000 BC925343 Beaumont CFD 93-1 IA 20 20' 2.5000% 09/ 790,000.000 BC92635 Beaumont CFD 93 -1 STRB 202 2.6450% 0! 2,640,000.000 BO926350 Beaumont CFO 93-1 IA 178 20 2.6450% OS 210,000.000 BC92935 Beaumont CFD 93-1 IA 20 20' 2.9840% 09/ 290,000.000 BC92936 BEUMONT CFD 93-12021 2.9840% 09/

1.947 09/01/2029 0860343A

2.045 09/01/2028 0860342A

2.145 09/01/2029 0860342A

2.097 09/01/2030 0860343A

2.245 09/01/2030 0860342A

2.197 09/01/2031 0860343A

2.397 09/01/2032 0860343A

2.500 09/01/2034 0860343A

2.645 09/01/2035 0860342A

2.984 09/01/2035 0860343A

2.984 09/01/2036 0860343A
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
75,000.00 0.0000 0.00
625,000.00 0.0000 0.00
335,000.00 0.0000 0.00
185,000.00 0.0000 0.00
140,000.00 0.0000 0.00
470,000.00 0.0000 0.00
145,000.00 0.0000 0.00
480,000.00 0.0000 0.00
85,000.00 0.0000 0.00
75,000.00 0.0000 0.00
635,000.00 0.0000 0.00
310,000.00 0.0000 0.00
190,000.00 0.0000 0.00
145,000.00 0.0000 0.00
485,000.00 0.0000 0.00
85,000.00 0.0000 0.00
80,000.00 0.0000 0.00
645,000.00 0.0000 0.00
285,000.00 0.0000 0.00
195,000.00 0.0000 0.00
95,000.00 0.0000 0.00
80,000.00 0.0000 0.00
660,000.00 0.0000 0.00
255,000.00 0.0000 0.00
200,000.00 0.0000 0.00
200,000.00 0.0000 0.00
160,000.00 0.0000 0.00
1,340,000.00 0.0000 0.00
430,000.00 0.0000 0.00
405,000.00 0.0000 0.00
790,000.00 0.0000 0.00
2,640,000.00 0.0000 0.00
210,000.00 0.0000 0.00
290,000.00 0.0000 0.00
118.29 1,460.25
985.74 12,168.75
528.35 6,522.45
291.78 3,601.95
231.92 2,863.00
778.59 9,611.50
251.95 3,110.25
834.03 10,296.00
144.39 1,782.45
127.40 1,572.75
1,078.67 13,315.95
526.59
322.75
263.69
882.01
151.27
142.38
1,147.90
507.21
347.04
184.46
155.34
1,281.52
495.13
388.34
405.03
324.02
6,500.70
3,984.30
3,255.25
10,888.25
1,867.45
1,757.60
14,170.65
6,261.45
4,284.15
2,277.15
1,917.60
15, 820.20
6,112.35
4,794.00
5,000.00
4,000.00
2,713.69 33,500.00
870.81 10,750.00
820.18 10,125.00
1,692.65 20,895.50
5,656.46 69,828.00
507.61 6,266.40
700.99 8,653.60

0.00 0.00

Page 1233 of 1910 ends

Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
580,000.000 BC92939
460,000.000 BC929390
3,740,000.000 BC93042
4,380,000.000 BC930420
185,000.000
75,000.000
125,000.000
75,000.000
195,000.000
35,000.000
130,000.000
80,000.000
200,000.000
80,000.000
35,000.000
135,000.000
80,000.000
155,000.000
65,000.000
30,000.000
100,000.000
160,000.000
65,000.000
30,000.000
105,000.000
65,000.000
170,000.000
70,000.000
30,000.000
110,000.000
65,000.000
70,000.000
175,000.000
75,000.000
BC940302
BC940303
BC940304
BC940305
BC940310
BO940311
BO940312
BC940313
BC94032
BC940320
BC940321
BC940322
BC940323
BC950263
8O950264
BC950265
BO950266
BC950271
BC950272
BO950273
BC950274
BC950275
BC950281
BC9502820
BC950283
8O950284
BC950285
BC9502850
BC950290
BC950291
Beaumont CFO 93-1 STRB 2021 2.9840% (
Beaumont CFD 93- I IA 7C 20 2.9840% 09/
Beaumont CFD 93 -1 STRB 202 3.0390% 0!
Beaumont CFO 93-1 IA 178 20 3.0390% 0
Beaumont CFO 93-1 IA 3 2019 4.0000% 08
Beaumont CFD 93 -1 IA 1 12 4.0000% 09/0]
Beaumont CFO 93-1 IA I OA W 4.0000% 09,
BEUMONT CFD 93-12019 STB 4.0000% (
Beaumont CFO 93-1 IA 3 2019 4.0000% 0
BEUMONT CFD 93-12019 4.0000% 09/
Beaumont CFO 93-1 IA I OA 4.0000% 09/0
BEUMONT CFD 93-12019 STB 4.0000% (
Beaumont CFO 93-1 IA 3 2019 4.0000% 0
Beaumont CFD 93 -1 IA 112 4.0000% 09/W
BEUMONT CFD 93-12019 4.0000% 09/
Beaumont CFO 93-1 IA I OA 4.0000% 09/0'
BEUMONT CFD 93-12019 STB 4.0000%
Beaumont CFO 93-1 IA 3 2019 5.0000% 0
Beaumont CFD 93 -1 IAI12 5.0000% 09/0]
BEUMONT CFD 93-12019 5.0000% 09/
Beaumont CFO 93-1 IA I 0A.W 5.0000% 09
Beaumont CFO 93-1 IA 3 2019 5.0000% 08
Beaumont CFD 93 -1 IA 112 5.0000% 09/0]
BEUMONT CFD 93-12019 5.0000% 09/
Beaumont CFO 93-1 IA I OA 5.0000% 09/0
BEUMONT CFD 93-12019 STB 5.0000%
Beaumont CFO 93-1 IA 3 2019 5.0000% 08
Beaumont CFD 93 -1 IA 112 5.0000% 09/0]
BEUMONT CFD 93-12019 5.0000% 09/
Beaumont CFO 93-1 IA I OA 5.0000% 09/01
BEUMONT CFD 93-12019 STB 5.0000% (
BEUMONT CFD 93-12019 STB 5.0000% (
Beaumont CFO 93-1 IA 3 2019 5.0000% 08
Beaumont CFD 93 -1 IA 112 5.0000% 09/0]

2.984 09/01/2039 0860343A

3.039 09/01/2042 0860342A

4.000 09/01/2030 0860341A

4.000 09/01/2031 0860341A

4.000 09/01/2032 0860341A

5.000 09/01/2026 0860341A

5.000 09/01/2027 0860341A

5.000 09/01/2026 0860341A

5.000 09/01/2028 0860341A

5.000 09/01/2027 0860341A

5.000 09/01/2028 0860341A

5.000 09/01/2029 0860341A

5.000 09/01/2029 0860341A
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LRBS 2021 Revenue Fund
Beaumont PIA LARB 2020A Revenue
Beaumont PIA LARB 2020A Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
580,000.00
460,000.00
3,740,000.00
4,380,000.00
185,000.00
75, 000.00
125, 000.00
75, 000.00
195,000.00
35,000.00
130,000.00
80,000.00
200,000.00
80,000.00
35,000.00
135,000.00
80, 000.00
155, 000.00
65, 000.00
30,000.00
100,000.00
160,000.00
65,000.00
30,000.00
105,000.00
65,000.00
170,000.00
70, 000.00
30, 000.00
110,000.00
65,000.00
70,000.00
175,000.00
75,000.00

0.0000 0.00 1,401.98 17,307.20 0.00 0.00

0.0000 0.00 1,111.92 13,726.40 0.00 0.00

0.0000 0.00 9,206.98 113,658.60 0.00 0.00

0.0000 0.00 10,782.51 133,108.20 0.00 0.00

0.0000 0.00 599.44 7,400.00 0.00 0.00

0.0000 0.00 243.02 3,000.00 0.00 0.00

0.0000 0.00 405.03 5,000.00 0.00 0.00

0.0000 0.00 243.02 3,000.00 0.00 0.00

0.0000 0.00 631.84 7,800.00 0.00 0.00

0.0000 0.00 113.41 1,400.00 0.00 0.00

0.0000 0.00 421.23 5,200.00 0.00 0.00

0.0000 0.00 259.22 3,200.00 0.00 0.00

0.0000 0.00 648.04 8,000.00 0.00 0.00

0.0000 0.00 259.22 3,200.00 0.00 0.00

0.0000 0.00 113.41 1,400.00 0.00 0.00

0.0000 0.00 437.43 5,400.00 0.00 0.00

0.0000 0.00 259.22 3,200.00 0.00 0.00

0.0000 0.00 627.79 7,750.00 0.00 0.00

0.0000 0.00 263.27 3,250.00 0.00 0.00

0.0000 0.00 121.51 1,500.00 0.00 0.00

0.0000 0.00 405.03 5,000.00 0.00 0.00

0.0000 0.00 648.04 8,000.00 0.00 0.00

0.0000 0.00 263.27 3,250.00 0.00 0.00

0.0000 0.00 121.51 1,500.00 0.00 0.00

0.0000 0.00 425.28 5,250.00 0.00 0.00

0.0000 0.00 263.27 3,250.00 0.00 0.00

0.0000 0.00 688.55 8,500.00 0.00 0.00

0.0000 0.00 283.52 3,500.00 0.00 0.00

0.0000 0.00 121.51 1,500.00 0.00 0.00

0.0000 0.00 445.53 5,500.00 0.00 0.00

0.0000 0.00 263.27 3,250.00 0.00 0.00

0.0000 0.00 283.52 3,500.00 0.00 0.00

0.0000 0.00 708.80 8,750.00 0.00 0.00

0.0000 0.00 303.77 3,750.00 0.00 0.00

Page 1234 of 1910 ends

Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
35,000.000 BC950292 BEUMONT CFD 93-12019 5.0000% 09/
115,000.000 BC950293 Beaumont CFO 93-1 IA I OA 5.0000% 09/0' 75,000.000 BC950294 BEUMONT CFD 93-12019 STB 5.0000% (
35,000.000 BC950300 BEUMONT CFD 93-12019 4.0000% 09/
400,000.000 BC940381 BEAUMONT
415,000.000 BC940390 BEAUMONT

4.0000% 09/01/38

4.0000% 09/01/39
430,000.000 BC940400 BEAUMONT 4.0000% 09/01/40
445,000.000 BC94141 BEAUMONT CFD 93-1 1A 7AI 20 4.1250% C 470,000.000 BC94242 BEAUMONT CFD 93-1 1A 7AI 4.2500% 09 485,000.000 BC94343 BEAUMONT CFD 93-1 1A 7AI 4.3750% 09 510,000.000 BC94544 BEAUMONT CFD 93-11A 7AI 4.5000% 09
485,000.000 BC94545 BEAUMONT CFD 93-1 1A 7AI 2 4.5000% 0! 180,000.000 BC950268 BEAUMONT CFD 93-1 1A 7AI 20 5.0000% C 255,000.000 BC950269 BEAUMONT
650,000.000 BC95026A BEAUMONT
195,000.000 BC95026B BEAUMONT
180,000.000 BC95026C BEAUMONT
230,000.000 BC950277 BEAUMONT
295,000.000 8O950278 BEAUMONT
740,000.000 BC950279 BEAUMONT
230,000.000 BC95027A BEAUMONT
205,000.000 BC95027B BEAUMONT
245,000.000 BC950286 BEAUMONT
310,000.000 BO950287 BEAUMONT
775,000.000 BC950288 BEAUMONT
240,000.000 BC950289 BEAUMONT
215,000.000 BC95028A BEAUMONT
255,000.000 BC950296 BEAUMONT
325,000.000 BC950297 BEAUMONT
810,000.000 8O950298 BEAUMONT
260,000.000 BC950299 BEAUMONT
225,000.000 BC95029A BEAUMONT
275,000.000 BC950302 BEAUMONT
335,000.000 BC950303 BEAUMONT

5.0000% 09/01/26

5.0000% 09/01/27

5.0000% 09/01/28

5.0000% 09/01/29

5.0000% 09/01/30

5.000 09/01/2029

4.000 09/01/2030

4.000 09/01/2038

4.000 09/01/2039

4.000 09/01/2040

4.125 09/01/2041

4.250 09/01/2042

4.375 09/01/2043

4.500 09/01/2044

4.500 09/01/2045

5.000 09/01/2026

5.000 09/01/2027

5.000 09/01/2028

5.000 09/01/2029

5.000 09/01/2030

5.000 09/01/2030
0860341A
0860341A
0860341A
0860341A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
35,000.00 0.0000 0.00
115,000.00 0.0000 0.00
75,000.00 0.0000 0.00
35,000.00 0.0000 0.00
400,000.00 0.0000 0.00
415,000.00 0.0000 0.00
430,000.00 0.0000 0.00
445,000.00 0.0000 0.00
470,000.00 0.0000 0.00
485,000.00 0.0000 0.00
510,000.00 0.0000 0.00
485,000.00 0.0000 0.00
180,000.00 0.0000 0.00
255,000.00 0.0000 0.00
650,000.00 0.0000 0.00
195,000.00 0.0000 0.00
180,000.00 0.0000 0.00
230,000.00 0.0000 0.00
295,000.00 0.0000 0.00
740,000.00 0.0000 0.00
230,000.00 0.0000 0.00
205,000.00 0.0000 0.00
245,000.00 0.0000 0.00
310,000.00 0.0000 0.00
775,000.00 0.0000 0.00
240,000.00 0.0000 0.00
215,000.00 0.0000 0.00
255,000.00 0.0000 0.00
325,000.00 0.0000 0.00
810,000.00 0.0000 0.00
260,000.00 0.0000 0.00
225,000.00 0.0000 0.00
275,000.00 0.0000 0.00
335,000.00 0.0000 0.00
141.76 1,750.00
465.78 5,750.00
303.77 3,750.00
113.41 1,400.00
1,296.09 16,000.00
1,344.69 16,600.00
1,393.30 17,200.00
1,486.96 18,356.25
1,618.09 19,975.00
1,718.84 21,218.75
1,859.08 22,950.00
1,767.95
729.05
1,032.82
21,825.00
9,000.00
12,750.00
2,632.68 32,500.00
789.80 9,750.00
729.05 9,000.00
931.56 11,500.00
1,194.83 14,750.00
2,997.21 37,000.00
931.56 11,500.00
830.31 10,250.00
992.32 12,250.00
1,255.59 15,500.00
3,138.97 38,750.00
972.07
870.81
1,032.82
12,000.00
10,750.00
12,750.00
1,316.34 16,250.00
3,280.73 40,500.00
1,053.07 13,000.00
911.31 11,250.00
1,113.83 13,750.00
1,356.84 16,750.00

0.00 0.00

Page 1235 of 1910 ends

Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Private Placement Municipals
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
860,000.000 BC950304 BEAUMONT
270,000.000 BC950305 BEAUMONT
235,000.000 BC950306 BEAUMONT
285,000.000 BC950310 BEAUMONT
355,000.000 BC950311 BEAUMONT
900,000.000 BC950312 BEAUMONT
280,000.000 BC950313 BEAUMONT
245,000.000 BC950314 BEAUMONT
300,000.000 BC950321 BEAUMONT
375,000.000 BC950322 BEAUMONT
945,000.000 BC950323 BEAUMONT
295,000.000 BC950324 BEAUMONT
260,000.000 BC950325 BEAUMONT
315,000.000 BC950330 BEAUMONT
395,000.000 BC950331 BEAUMONT
990,000.000 BC950332 BEAUMONT
310,000.000 BC950333 BEAUMONT
270,000.000 BC950334 BEAUMONT
325,000.000 BC950340 BEAUMONT
405,000.000 BC950341 BEAUMONT
1,040,000.000 B0950342 BEAUMONT
325,000.000 B0950343 BEAUMONT
285,000.000 BC950344 BEAUMONT
345,000.000 B0950350 BEAUMONT
1,065,000.000 BC950351 BEAUMONT
340,000.000 BC950352 BEAUMONT
365,000.000 BC95036 BEAUMONT CFD 93-11A 7AI 20 5.0000% C 360,000.000 BC950360 BEAUMONT
380,000.000 BC95037 BEAUMONT CFD 93-1 1A 7AI 20 5.0000% C 375,000.000 8O950370 BEAUMONT

1.000

1.000
510121981
510121981
510121981
510121981
510121981

5.0000% 09/01/30 5.000 09/01/2030

5.0000% 09/01/31 5.000 09/01/2031

5.0000% 09/01/32 5.000 09/01/2032

5.0000% 09/01/33 5.000 09/01/2033

5.0000% 09/01/34 5.000 09/01/2034

5.0000% 09/01/35 5.000 09/01/2035

5.000 09/01/2036

5.0000% 09/01/36 5.000 09/01/2036

5.000 09/01/2037

5.0000% 09/01/37 5.000 09/01/2037
Assured Gty Muni Bond Ins Policy 221294 -
Assured Gty Muni Bond Ins Policy 221294 -
Assured Gty Muni Bond Ins Policy 221294 -
Assured Gty Muni Bond Ins Policy 221294 -
Assured Gty Muni Bond Ins Policy 221294-

1.000 510121999 Assured Gty Muni Bond DS Rsv Policy 221'

1.000 510121999 Assured Gty Muni Bond DS Rsv Policy 221 0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860346A
0860343D
0860343M
0860343N
0860343O
0860343P
0860343D
0860343M
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LARRB Ser 2025 Revenue
Beaumont PIA LRBS 2021 IA 7B Reserve
Beaumont PIA LRBS 2021 IA 7C Reserve
Beaumont PIA LRBS 2021 IA 17A Reserve
Beaumont PIA LRBS 2021 IA 19C Reserve
Beaumont PIA LRBS 2021 IA 20 Reserve
Beaumont PIA LRBS 2021 IA 7B Reserve
Beaumont PIA LRBS 2021 IA 7C Reserve
860,000.00 0.0000 0.00
270,000.00 0.0000 0.00
235,000.00 0.0000 0.00
285,000.00 0.0000 0.00
355,000.00 0.0000 0.00
900,000.00 0.0000 0.00
280,000.00 0.0000 0.00
245,000.00 0.0000 0.00
300,000.00 0.0000 0.00
375,000.00 0.0000 0.00
945,000.00 0.0000 0.00
295,000.00 0.0000 0.00
260,000.00 0.0000 0.00
315,000.00 0.0000 0.00
395,000.00 0.0000 0.00
990,000.00 0.0000 0.00
310,000.00 0.0000 0.00
270,000.00 0.0000 0.00
325,000.00 0.0000 0.00
405,000.00 0.0000 0.00
1,040,000.00 0.0000 0.00
325,000.00 0.0000 0.00
285,000.00 0.0000 0.00
345,000.00 0.0000 0.00
1,065,000.00 0.0000 0.00
340,000.00 0.0000 0.00
365,000.00 0.0000 0.00
360,000.00 0.0000 0.00
380,000.00 0.0000 0.00
375,000.00 0.0000 0.00

0.00 0.0000 0.00

0.00 0.0000 0.00
3,483.24 43,000.00
1,093.58 13,500.00
951.82 11,750.00
1,154.33 14,250.00
1,437.85 17,750.00
3,645.25 45,000.00
1,134.08 14,000.00
992.32 12,250.00
1,215.08 15,000.00
1,518.85 18,750.00
3,827.51 47,250.00
1,194.83 14, 750.00
1,053.07 13,000.00
1,275.84 15,750.00
1,599.86 19,750.00
4,009.78 49,500.00
1,255.59 15,500.00
1,093.58 13,500.00
1,316.34 16,250.00
1,640.36 20,250.00
4,212.29 52,000.00
1,316.34
1,154.33
1,397.35
16,250.00
14,250.00
17,250.00
4,313.55 53,250.00
1,377.09 17,000.00
1,478.35
1,458.10
1,539.11
1,518.85

0.00 0.00

0.00 18,250.00
18,000.00
19,000.00
18,750.00

0.00 0.00

0.00 0.00 0.00

0.00 0.00

Page 1236 of 1910 ends

Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies

1.000 510121999 Assured Gty Muni Bond DS Rsv Policy 221'

1.000 510121999 Assured Gty Muni Bond DS Rsv Policy 221

1.000 510121999 Assured Gty Muni Bond DS Rsv Policy 221'

0.330 510122013 Assured Gty Muni Bond Ins Policy 220434-

0.670 510122013 Assured Gty Muni Bond Ins Policy 220434-

0.330 510122021 Assured Gty Muni Bond DS Rsv Policy 2202

0.670 510122021 Assured Gty Muni Bond DS Rsv Policy 2202

0.380

0.070

0.250

0.150

0.380

0.070

0.250

0.150

1.000

1.000
510122039
510122039
510122039
510122039
510122039
510122047
510122047
510122047
510122047
510122047
510122765
510122765
510122765
510122765
510122765
510122773
510122773
510122773
510122773
510122773
BAM Municipal Bond Insurance Policy 201!
BAM Municipal Bond Insurance Policy 201!
BAM Municipal Bond Insurance Policy 201!
BAM Municipal Bond Insurance Policy 201!
BAM Municipal Bond Insurance Policy 201!
BAM Debt Service Reserve Policy 2019R04
BAM Debt Service Reserve Policy 2019R04
BAM Debt Service Reserve Policy 2019R04
BAM Debt Service Reserve Policy 2019R04
BAM Debt Service Reserve Policy 2019R04
Assured Gty Muni Bond Ins Policy 224341 -
Assured Gty Muni Bond Ins Policy 224341 -
Assured Gty Muni Bond Ins Policy 224341 -
Assured Gty Muni Bond Ins Policy 224341 -
Assured Gty Muni Bond Ins Policy 224341 -
Assured Gty Muni Bond DSR Ins Policy 224
Assured Gty Muni Bond DSR Ins Policy 224
Assured Gty Muni Bond DSR Ins Policy 224
Assured Gty Muni Bond DSR Ins Policy 224
Assured Gty Muni Bond DSR Ins Policy 224

1.000 510122807 Assured Gty Muni Bond Ins Policy 224442- 99,377,861.43
Portfolio components may not equal 100% due to rounding. * Denotes Invested Income Portfolio.

Total Investments
Consolidated Plus Cash
Accrued Income
Total Market Value
0860343N
0860343O
0860343P
0860342D
0860342M
0860342D
0860342M
0860341D
0860341M
0860341N
0860341O
0860341P
0860341D
0860341M
0860341N
0860341O
0860341P
0860346D
0860346M
0860346N
0860346P
0860346R
0860346D
0860346M
0860346N
0860346P
0860346R
0860352A
Beaumont PIA LRBS 2021 IA 17A Reserve
Beaumont PIA LRBS 2021 IA 19C Reserve
Beaumont PIA LRBS 2021 IA 20 Reserve
Beaumont PIA LARB 2020A Reserve IA 8C
Beaumont PIA LARB 2020A Reserve IA 17B
Beaumont PIA LARB 2020A Reserve IA 8C
Beaumont PIA LARB 2020A Reserve IA 17B
Beaumont BPIA LRBS Ser 2019 IA 3 Reserve
Beaumont BPIA LRBS Ser 2019 IA 9 Reserve
Beaumont BPIA LRBS Ser 2019 IA 10A Reser
Beaumont BPIA LRBS Ser 2019 IA 11 Reser
Beaumont BPIA LRBS Ser 2019 IA 12A Reser
Beaumont BPIA LRBS Ser 2019 IA 3 Reserve
Beaumont BPIA LRBS Ser 2019 IA 9 Reserve
Beaumont BPIA LRBS Ser 2019 IA 10A Reser
Beaumont BPIA LRBS Ser 2019 IA 11 Reser
Beaumont BPIA LRBS Ser 2019 IA 12A Reser
Beaumont PIA 2025 CFD 93-1 IA 7A1 Resery
Beaumont PIA 2025 CFD 93-1 IA 9B Reserve
Beaumont PIA 2025 CFD 93-1 IA 16 Reserve
Beaumont PIA 2025 CFD 93-1 IA 18 Reserve
Beaumont PIA 2025 CFD 93-1 IA 19A Resery
Beaumont PIA 2025 CFD 93-1 IA 7A1 Resery
Beaumont PIA 2025 CFD 93-1 IA 9B Reserve
Beaumont PIA 2025 CFD 93-1 IA 16 Reserve
Beaumont PIA 2025 CFD 93-1 IA 18 Reserve
Beaumont PIA 2025 CFD 93-1 IA 19A Resery
Beaumont PIA WW Rev Bds 2025 Bond Pmt

0.00 0.0000 0.00 0.00 0.00 0.00 0.00

0.00 0.0000 0.00 0.00 0.00 0.00 0.00
99,377,836.43
34,672,836.43 304,228.83 3,663,566.93 10.57 100

0.00 304,228.83
34,977,065.26

Page 1237 of 1910 ends

Beaumont City CouncilMay 5, 2026

Beaumont City Council
May 5, 2026