15-C2 SITE PREP EROSION CONTROL PLAN Rev.4.pdf

E

FO

CB

CB

CB

CB

20"

18"

18"

15" 15"

15"

15"

15"

901.56

E18" 18"

8"

891.66

891.69

E

CB

PO

ST

PO

ST

CB

CB

ST

10"

VE

NT

10"

891.73

POST

891.71

891.69

891.72

ST

FO

FO

CB

E

C/ O

ST 12"

15"

891.69

9"

8"

8"

6"

FL

AG

15"

8"

9"

9"

8"

8"

8"

905.09

901.44

8"

WV

8"

FLAG

VENT

MH

MH

891.70

891.71

891.74TILE

SA

CB

891.71

E

E

E

W

W

W

W

E

E

G

G

G

G

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

E

E

E

E S

T

E

E

S

T

E

S

T

S

T

S

T

W

W

W

W

W

W

E

E

18"

S

T

S

A

N

S

A

N

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

ST

ST

ST

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S T

S T

S T

S

T

S

T

W. MORELAND BOULEVARD

INLET #2558

EL = 894.75

12" (N,SW) IE = 891.25

RI

V

ER

V

IE

W A

V

EN

U E

INLET #2155

EL = 895.48

12" (SW,NE) IE = 891.68

INLET #2208

EL = 896.60

UNDER PARKED CAR

AT TIME OF SURVEY

CATCH BASIN #1211

EL = 896.35

12" (NW) IE = 893.25

CATCH BASIN #1235

EL = 895.94

12" (NW,SE) IE = 892.34

CATCH BASIN #1353

EL = 894.25

12" (N,SE) IE = 890.64

CATCH BASIN #1406

EL = 894.40

12" (N,S) IE = 890.20

INLET #1608

EL = 889.30

15" (E) IE = 885.30

15" (SW) IE = 885.30

8" (NE) IE = 886.30

CATCH BASIN #1607

EL = 889.12

15" (E) IE = 884.62

15" (SW) IE = 884.32

CATCH BASIN #1625

EL = 889.55

12" (NW,SE) IE = 884.95

STORM MH #1627

EL = 889.58

10" (NE) IE = 886.78

10" (SE) IE = 886.58

12" (NW) IE = 886.58

4" (S) IE = 886.58

STORM MH #1773

EL = 890.55

10" (NE) IE = 887.70

6" (NW) IE = 887.70

10" (SW) IE = 887.70

CATCH BASIN #1841

EL = 889.76

12" (NW) IE = 885.31

6" (SE) IE = 885.31

INLET #1844

EL = 889.40

6" (NW) IE = 885.48

STORM MH #1922

LOCATION ONLY, BURIED

UNDER FROZEN GROUND

SMALL FLOOR DRAIN #2510

EL = 891.18

6" (SW,NE) IE = 890.33

SANITARY MH #2511

EL = 891.58

8" (NE,SW) IE = 885.28

8" (SE) IE = 885.18

CATCH BASIN #2512

EL = 890.99

12" (SW) IE = 887.79

6" (NE) IE = 887.79

MONUMENT SIGN

A/C

A/C

ST

STORM MH

UNDER PARKED CAR

AT TIME OF SURVEY

BUS SHELTER

BUS SHELTER

S

T

S

T

S

T

S

T

S

T

S

T

S

T

G

RA

SS

G

RA

SS

GRASS

GRASS

GRASS

6" GAS LINE RUNNING UNDER CURB

ALONG MORELAND BLVD.

CATCH BASIN #1621

EL = 889.35

12" (SE) IE = 884.75

15" (W) IE = 884.75

INLET #2557

(IN RIVERVIEW AVENUE)

EL = 889.49

15" (NE,NW) IE = 883.79

TO INLET ACROSS

RIVERVIEW AVENUE

S

T

S

T

S

T

S

T

REMOVE STORM LINE

WEST OF EX STORM MH

#1922. PLACE WATER

TIGHT PLUG IN MH.

REMOVE CLEANOUT

CONTRACTOR TO

DETERMINE WHAT, IF

ANY, STORM LINES ENTER

THIS STORM LINE.

REROUTE ANY EX. STORM

LINES THAT ENTER THE

STORM LINE TO BE

REMOVED.

REMOVE BUILDING AND ANY

ASSOCIATED UTILITIES.

X

X

X

X

X

X

REMOVE OVERHEAD

BUILDING & ASSOCIATED

COLUMNS PER

ARCHITECT PLANS

RELOCATE ELECTRIC

UTILITIES AND PEDESTALS IN

ACCORDANCE WITH

ELECTRIC DEMO PLAN.

X

X

X

X

X

WITHIN CLOUDED AREA, REMOVE ALL

PAVEMENT, PILLARS, FLAGS, STEPS,

RAILINGS, NON-BUILDING WALLS,

PLANTERS, AND VEGETATION (INCL.

ROOT BALLS). RELOCATE LIGHTS,

ELECTRIC & FIBER OPTIC PER ELECTRIC

DEMO PLAN. RELOCATE GAS

LINE/VALVE PER ARCHITECT PLAN.

SAW CUT, TYP.

PROTECT HYDRANT &

LIGHT

RELOCATE WATER VALVE &

HYDRANT AS SHOWN ON SHEET C3.

REPLACE IF NOT IN ACCEPTABLE

CONDITION.

X

X

REMOVE

CURB/GUTTER

REMOVE PAVEMENT

UP TO CURB

E

E

E

G

G

INLET PROTECTION, TYP.

SEE DETAIL ON THIS SHEET.

TRACKING PAD.

SEE DETAIL ON THIS SHEET.

PROTECT LIGHT, TREE,

AND UTILITIES

S

F

SAW CUT, TYP.

TRACKING PAD.

SEE DETAIL ON THIS SHEET.

REMOVE SIDEWALK

RELOCATE CATCH BASIN. SEE

LOCATION ON SHEET C3. NOTE: IF

EX STRUCTURE IS IN POOR

CONDITION, CONTRACTOR SHALL

CONSTRUCT NEW STRUCTURE.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

REMOVE ALL PAVEMENT,

CURB/GUTTER SIDEWALKS AND

VEGETATION (INCL. ROOT BALLS).

RELOCATE LIGHTS, ELECTRIC & FIBER

OPTIC PER ELECTRIC DEMO PLAN.

RELOCATE GAS LINE/VALVE PER

ARCHITECT PLAN.

RELOCATE & ADJUST FIBER

OPTIC MANHOLE TO BE

OUTSIDE OF PAVEMENT (CAN BE

WITHIN SIDEWALK).

COORDINATE WITH UTILITY.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

S

F

S

F

S F

SILT FENCE

SEE DETAIL ON THIS SHEET.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SAWCUT AND

REMOVE PAVEMENT,

CURB/GUTTER AND

SIDEWALK TO

NEAREST JOINT

REMOVE SIGN AND REPLACE

AFTER CONSTRUCTION

REMOVE RETAINING WALL

PER LANDSCAPE PLANS

S

F

S

F

REMOVE

X

X

X

X

X

X

S

F

X

X

X

X

X

X

X

X

X

X

X X

X

X X

X

SA

CB

CB

POST4"

5"

3" 3"

6" 3"

4"

12"

CB 5" 6"

6"

3" 7"

5"

CB

S T

S T

S T

S

T

S

T

S

T

S

T

S

A

N

S

A

N

S

A

N

S

A

N

W

CATCH BASIN #3164

EL = 890.56

12" (N) IE = 887.31

12" (SE) IE = 885.86

SANITARY MH #3007

EL = 891.62

8" (NE,SE) IE = 884.57

CATCH BASIN #3046

EL = 891.07

8" (NE) IE = 889.77

CATCH BASIN #3037

EL = 891.16

12" (S,NE) IE = 887.44

8" (SW,SE) IE = 887.76

CATCH BASIN #3113

EL = 891.11

8" (NE) IE = 889.81

CONCRETE GRATED

VENTS

X

X

X

X

X

X

S

F

REMOVE PAVEMENT

FROM 4' AWAY OF

CURB

REMOVE CATCH BASIN.

SEE SHEET C3 FOR NEW

CATCH BASIN INFO

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

RELOCATE GAS LINE AND VALVE SYSTEM OUTSIDE

OF WORK AREA IN ACCORDANCE WITH UTILITY

REQUIREMENTS.

WV

WV

"The information shown on this drawing concerning type and location of underground utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determinations as to the type and location of underground utilities as may be necessary to avoid damage thereto."

Milwaukee Area (414) 259-1181

Hearing Impaired TDD (800)

542-2289

SCALE IN FEET

030' 30'

TERRATEC PROJECT NO.

© 2022 TERRATEC ENGINEERING, LLC.

CEDARBURG, WI 53012

Tel.: 262.377.9905 - Fax: 262.375.1958

W67 N222 EVERGREEN BLVD., STE. 205

TERRATECENGINEERING,LLC.

BYNO.

REVISION

SHEET No.

DATEREVISIONS

APPROVED BYDESIGNED BY DATE

OF

C2

WAUKESHA, WISCONSIN

KUENY ARCHITECTS, LLC.

WAUKESHA COUNTY COURTHOUSE

SITE PREP & EROSION CONTROL PLAN

PROPOSED CONDITIONS LEGEND

SAWCUT LINEXXXXXXXXXXXXXXXXXXXXXXXX

TRACKING PAD

INLET PROTECTION

SILT FENCESF

GENERAL LEGEND AND NOTES

1. SEE SHEET C1 FOR EXISTING CONDITIONS LEGEND AND NOTES.

SITE PREPARATION NOTES:

1. CONTRACTOR SHALL STRIP TOPSOIL FROM AREAS TO BE GRADED IN ACCORDANCE WITH SITE GEOTECHNICAL REPORT PRIOR TO

GRADING ACTIVITIES. TOPSOIL NOT REUSED SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND

LOCAL REQUIREMENTS.

2. CONTACT RESPECTIVE UTILITIES PRIOR TO ABANDONMENT/REMOVAL/RELOCATION OF UTILITIES. ABANDONMENT/REMOVAL/RELOCATION OF UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH EACH UTILITIES REQUIREMENTS TO THEIRS & OWNERS APPROVAL.

3. TREE AND VEGETATION REMOVAL - REMOVE TREES, SHRUBS, PLANTS, CROPS AND OTHER ABOVE-GROUND VEGETATION FROM AREA TO

BE PAVED/MODIFIED. EXCAVATE STUMPS, ROOTS, AND OTHER ON-GROUND VEGETATION OR ORGANIC DEBRIS AND REMOVE TO A

MINIMUM DEPTH BELOW EXISTING GRADE OF 36 INCHES FOR STUMPS AND 8 INCHES FOR ROOTS, AND OTHER VEGETATIVE OR ORGANIC

DEBRIS.

4. PAVEMENT AND SIDEWALK REMOVAL - ALL PAVEMENT AND SIDEWALKS WITHIN PROJECT LIMTS SHALL BE REMOVED. SAWCUT AS SHOWN.

REMOVE ALL BASE MATERIAL WITHIN 12 INCHES OF FINISH GRADE IN AREAS OUTSIDE OF AREAS TO RECEIVE NEW PAVING.

5. DISPOSE ALL DEMOLITION/REMOVAL MATERIAL OFFSITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AT

CONTRACTOR'S COST. CONTRACTOR TO HANDLE/REMOVE ENVIRONMENTALLY IMPAIRED SOIL IN ACCORDANCE WITH SITE

ENVIRONMENTAL REPORT/SPECIFICATIONS.

6. SUBGRADE CONSTRUCTION TO BE PERFORMED AS SPECIFIED BY SITE GEOTECHNICAL REPORT. IF NO GEOTECHNICAL REPORT IS

AVAILABLE, PERFORM SUBGRADE CONSTRUCTION PER WISDOT STANDARDS. AT A MINIMUM, SUBGRADE SHALL BE COMPACTED TO 90%

MODIFIED PROCTOR AND BE PROOFROLLED. SOFT AREAS SHALL BE OVEREXCAVATED, GEOTEXTILE PLACED IN BOTTOM OF EXCAVATION

AND BACKFILLED WITH COMPACTED STRUCTURAL FILL.

7. DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

8. MAINTAIN ALL UTILITY SERVICES TO EXISTING BUILDINGS AT ALL TIMES UNTIL BUILDING IS TO BE DEMOLISHED, UNLESS OTHERWISE APPROVED

BY THE OWNER.

GENERAL EROSION CONTROL REQUIREMENTS:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES.

2. EROSION CONTROLS

A. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE WDNR

TECHNICAL GUIDANCE PRIOR TO OTHER CONSTRUCTION ACTIVITIES.

B. INSTALL EROSION MAT ON ALL SLOPES EQUAL TO OR GREATER THAN 4:1.

C. INSPECT AND MAINTAIN ALL EROSION CONTROLS DAILY.

D. MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES SHALL BE PROVIDED WITH THE MEASURES IN WORKING CONDITION AT THE

END OF EACH WORKING DAY.

E. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED FOR INTEGRITY. ANY DAMAGED

STRUCTURES SHALL BE CORRECTED FOR INTEGRITY.

F. OVERLAND FLOW SHALL BE PREVENTED FROM LEAVING THE WORK SITE BY INSTALLING STRAW BALES OR FABRIC FILTER FENCING

PARALLEL TO THE CONTOURS LOCATED DOWNHILL FROM THE WORK AREA.

G. NATURAL PLANT COVERING SHALL BE PRESERVED AND PROTECTED.

H. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED DURING DEVELOPMENT AND KEPT TO AS SHORT A DURATION OF TIME AS

IS PRACTICAL.

I. ALL DISTURBED GROUND LEFT INACTIVE FOR TWO WEEKS DURING THE EXCAVATION OR CONSTRUCTION PROCESS SHALL BE STABILIZED

BY MULCHING OR COVERING.

J. ALL SOIL OR DIRT STORAGE PILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL SHALL BE PROTECTED FROM THE FORCES OF

EROSION.

K. TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED AND MAINTAINED ON ALL DRAINAGE WAYS TO TRAP AND REMOVE AND

PREVENT SEDIMENT AND DEBRIS FROM OCCURRING.

L. WATER PUMPED FROM THE SITE SHALL BE TREATED BY TEMPORARY SEDIMENT BASINS, GRIT CHAMBERS OR OTHER APPROPRIATE

MEASURES.

M. ALL WASTE AND UNUSED CONSTRUCTION MATERIALS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND

FEDERAL REGULATIONS.

N. PROVIDE ACCESS DRIVES AND PARKING AREAS OF SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT FROM BEING TRACKED ONTO

PUBLIC ROADWAYS. ANY SEDIMENT REACHING A PUBLIC ROADWAY SHALL BE REMOVED (NOT FLUSHING) BEFORE THE END OF EACH

WORK DAY.

O. ALL STORM DRAIN INLETS SHALL BE PROTECTED WITH INLET PROTECTION.

3. STORM PONDS (IF PROPOSED) SHALL BE USED AS SEDIMENT BASINS DURING CONSTRUCTION.

4. ALL DISTURBED AREAS OUTSIDE STREET RIGHT-OF-WAYS MUST BE STABILIZED WITHIN 30 DAYS OF INITIAL GROUNDBREAKING OR WITHIN 7

DAYS OF ACHIEVING FINAL GRADE, WHICHEVER OCCURS FIRST.

SEEDING/FERTILIZING/MULCHING

1. SEEDING: SUPPLY AND PLACE "SEED MIXTURE 30" AT AN APPLICATION RATE OF 2 POUNDS/1,000 SQUARE FEET IN ACCORDANCE WITH SECTION 630 OF THE WDOT STANDARD SPECIFICATIONS. SEEDING AND TOPSOIL TO BE PLACED OVER ENTIRE SITE NOT COVERED BY

BUILDING, MULCH, SOD OR PAVEMENT.

2. FERTILIZER: SUPPLY AND PLACE "TYPE A FERTILIZER" AT AN APPLICATION RATE OF 7 POUNDS/1,000 SQUARE FEET IN ACCORDANCE

WITH SECTION 629 OF THE WDOT STANDARD SPECIFICATIONS.

3. MULCH: SUPPLY AND PLACE MULCH IN ACCORDANCE WITH SECTION 627 OF THE WDOT STANDARD SPECIFICATIONS. MULCH TYPE AND PLACEMENT MUST BE PRE-APPROVED BY THE ARCHITECT PRIOR TO MATERIAL BEING BROUGHT TO THE SITE.

CONSTRUCTION SEQUENCE:

1. NOTIFY APPLICABLE AUTHORITIES A MINIMUM OF TWO WEEKS PRIOR TO START OF CONSTRUCTION.

2. INSTALL EROSION CONTROLS PRIOR TO OTHER CONSTRUCTION ACTIVITIES.

- SELECTIVE VEGETATION REMOVAL FOR SILT FENCE INSTALLATION.

- SILT FENCE INSTALLATION

- STABLIZED CONSTRUCTION ENTRANCE

3. TREE/SHRUB REMOVAL

4. INSPECT THE LIMITS OF SILT FENCE AND TEMPORARY CONSTRUCTION FENCE PRIOR TO START OF GRADING.

5. CONSTRUCT PONDS AND OUTLET STRUCTURES AND USE AS SETTLING PONDS DURING CONSTRUCTION (IF APPLICABLE).

6. STRIP TOPSOIL, STOCKPILE TOPSOIL, AND REMOVE PAVEMENT AS NECESSARY.

7. TEMPORARILY STABILIZE TOPSOIL STOCKPILES (SEED AND SILT FENCE AROUND TOE OF SLOPE).

8. GRADING/PAVING/UTILITY CONSTRUCTION. UPON CONSTRUCTION OF STORM SEWER CATCH BASINS, INLETS SHALL BE PROTECTED.

9. REMOVE SEDIMENT IN PONDS/BIOSWALES (IF APPLICABLE). PERMANENTLY STABILIZE BIOSWALES WITH SEED AND EROSION CONTROL

BLANKET (IF APPLICABLE).

10. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 30 DAYS OF INITIAL GROUNDBREAKING OR WITHIN 7 DAYS OF ACHIEVING FINAL

GRADE, WHICHEVER OCCURS FIRST.

11.REMOVE TEMPORARY SOIL EROSION AND SEDIMENT CONTROLS.

INLET PROTECTION

TYPE D-HR

EXCESS

FABRIC

GEOTEXTILE

FABRIC

2FLOW DIRECTION

ANCHOR STAKE

MIN. 18" LONG

TIEBACK BETWEEN FENCE

POST AND ANCHOR

SILT

FENCE

FLOW DIRECTION

GEOTEXTILE

FABRIC ONLY

BACKFILL & COMPACT

TRENCH WITH

EXCAVATED SOIL

FLO

W DIREC

TION

MAY BE REQUIRED IN UNSTABLE SOILS

'-0

3'-0" MAX.

3'-0" MAX.

3'-0" MAX.

3'-0" MAX.

FLOW

FOLD

3" MAX.

GEOTEXTILE

FABRIC

SUPPORT CORD

NOTE:*

NOTE: ADDITIONAL POST DEPTH OR TIE BACKS

GENERAL NOTES

SILT FENCE

TRENCH DETAILSILT FENCE TIE BACK

TWIST METHOD

HOOK METHOD

FLOW DIRECTION

FLOW DIRECTION

2'-0" MIN.

1'-0" MIN.

WOOD POST

WOOD POST

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

JOINING TWO LENGTHS OF SILT FENCE

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

WOOD POST

WOOD POST

(WHEN ADDITIONAL SUPPORT REQUIRED)

WOOD POSTS

LENGTH 3'-4'

20" DEPTH

IN GROUND

ATTACH THE FABRIC TO THE

POSTS WITH WIRE STAPLES OR

WOODEN LATH AND NAILS

8'-0" POST SPACING ALLOWED

IF A WOVEN GEOTEXTILE

FABRIC IS USED.

HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OR EQUIVALENT AT

TOP OF POSTS.

TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE

GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT

TRENCH WITH EXCAVATED SOIL.

SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.

CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING

LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWING

TWO METHODS; A) OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST

180 DEGREES, B) HOOK THE END OF EACH SILT FENCE LENGTH.

WOOD POSTS SHALL BE A MINIMUM SIZE OF 1„" X 1„" OF OAK OR HICKORY.

SILT FENCE

SCALE: NOT TO SCALE

3"-6" CLEAR STONE

M

I

N

12" MIN.

M

I

N

EXISTING ROAD

TRACKING PAD NOTES:

1. CONSTRUCT PAD PRIOR TO ANY TRAFFIC

ENTERING/LEAVING THE SITE.

2. CONSTRUCT PAD ACROSS THE FULL WIDTH OF

THE EGRESS POINT.

3. TRACKING PAD SHALL BE MAINTAINED BY

SCRAPING OR TOP DRESSING WITH ADDITIONAL

AGGREGATE.

TRACKING PAD

ABOVE FILTER FABRIC

(WISDOT TYPE R)

SCALE: NOT TO SCALE

AutoCAD SHX Text Toll Free (800) 242-8511 www.DiggersHotline.com

AutoCAD SHX Text N

AutoCAD SHX Text 211001

AutoCAD SHX Text

JPF

AutoCAD SHX Text

LKJ

AutoCAD SHX Text 04/25/2023