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Home My WebLink About6573-1SLOVER AVE BOYLE AVE VALLEY BLVD SI E R R A A V E JU N I P E R A V E WASHINTON DRIVE CY P R E S S A V E OL E A N D E R A V E VALLEY BLVD MARYGOLD AVE SLOVER AVE JU N I P E R A V E SAN BERNARDINO F W Y PM 20669 INTERSTATE 10 PM - 20669 SEE SHEET 4 SE E S H E E T 5 SEE SHEET 3 EE T E VALLEY BOULEVARD JU N I P E R A V E N U E PARCEL 1PARCEL 2 SEE SHEET 6 WASHINGTON DRIVE STREET CONSTRUCTION NOTES ITEM DESCRIPTION 1 12" MIN OF 95% COMPACTED NATIVE SUBGRADE, PER CITY OF FONTANA STD. 1011. 2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1000. 3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF FONTANA STD. 1006. 4 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA STD. 3003, CASE B; 5 CONSTRUCT CURB ACCESS RAMP PER CITY OF FONTANA STD. 1003. 6 EXISTING TRAFFIC SIGNAL TO BE RELOCATED PER SEPARATE APPROVED TRAFFIC SIGNAL PLANS. 9 EXISTING TRAFFIC PULLBOX TO BE RELOCATED PER SEPARATE APPROVED TRAFFIC SIGNAL PLANS. 11 EXISTING FIRE HYDRANT TO BE RELOCATED. 12 10 COMMUNICATION VAULT AND STRUCTURE TO BE PROTECTED IN PLACE. H=1", H1=2". 8 CONSTRUCT CITY OF FONTANA STANDARD STREET LIGHT PER SEPARATE APPROVED STREET LIGHT PLAN. GRIND AND OVERLAY PER CITY OF FONTANA STD. 1008. DEPTH=2" MIN. AND 5' WIDE MIN. FROM CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 1000.13 7 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. 1001. W PER PLAN REMOVE EXISTING BERM14 COMMUNICATION VAULT AND STRUCTURE TO BE RELOCATED.15 SEE SIGNING AND STRIPING PLAN16 SAWCUT AND REMOVE EXISTING A.C PAVEMENT AND CONSTRUCT 6.5" A.C PAVEMENT OVER EDGE OF SAWCUT UNLESS OTHERWISE NOTED CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 1000.17 QUANTITIES QUANTITY UNIT 24,457 SF 1,123 LF 7,600 SF 2 EA 41,123 SF 600 SF 2,417 LF 2 EA EA5 EA2 EA3 EA1 EA1 500 LF 2 EA 20 LF VICINITY MAP OWNER/DEVELOPER JPI COMPANIES SIRI SMITH SAN DIEGO, CA 92130 PHONE: (858) 771-9147 CIVIL ENGINEER PSOMAS DAVID J. CURTIS, P.E. RIVERSIDE, CA 92507 PHONE: (951) 787-8421 1650 SPRUCE STREET, SUITE 400 11988 EL CAMINO REAL, SUITE 200 SURVEYOR HILLWIG-GOODROW, INC. ALAN C. HILLWIG, L.S REDLANDS, CA 92373 PHONE: (909) 794-2673 31419 OUTER HWY 10 SOILS ENGINEER LEIGHTON AND ASSOCIATES, INC. 10532 ACACIA STREET, SUITE B-6 PHONE: (909) 484-2205 RANCHO CUCAMONGA, CALIFORNIA 91730 UTILITY NOTIFICATIONS WATER:.........FONTANA WATER COMPANY.........(909) 201-7312 SEWER:.........CITY OF FONTANA........................(909) 350-7610 GAS:.............SOCAL GAS...................................(800) 423-1391 COMM:..........AT&T.............................................(800) 332-1321 ELECTRICITY..SOUTHERN CALIFORNIA EDISON...(800) 611-1911 COMM:..........SPECTRUM.....................................(844) 708-0654 SHEET INDEX SHEET NO 1 SHEET NAME TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS NOT TO SCALE PROJECT SITE GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2.WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8.THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. 9.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13.CURVE DATA REFERS TO THE FACE OF CURB. 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 37.SLURRY SEAL ROADS EFFECTED BY THE DEVELOPMENT AS DIRECTED BY THE INSPECTOR. SLURRY SEAL LIMITS MAY EXTEND PAST THE PROJECT FRONTAGE TO ADDRESS EXISTING STRIPING/PAVEMENT MARKINGS THAT CONFLICTS WITH NEW STRIPING/PAVEMENT MARKINGS, REPAIR TRENCHES, AND OTHER AREAS AS DETERMINED BY THE INSPECTOR. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BEFORE YOU DIG TOLL FREE DIAL DAYS BEFORE 811 TWO WORKING YOU DIG REV.REVISION DESCRIPTION ENGR.DATE CITY DATE CHECKED BY: DESIGNED BY: AND CARRIED FORTH IN A DILIGENT MANNER, THE STANDARDS IN EFFECT. PLANS TO BRING THEM INTO CONFORMANCE WITH CITY ENGINEER MAY REQUIRE REVISIONS TO THE IMPROVEMENTS NOT COMMENCE WITHIN TWO SHOULD CONSTRUCTION OF THE REQUIRED YEARS OF THE DATE OF APPROVAL SHOWN HEREON Prepared Under The Supervision Of : DRAWN BY: 14 CITY OF FONTANA, CALIFORNIA APPROVED BY:DRAWING NO.: DATE: SCALE: STREET IMPROVEMENT PLAN DATE: AS SHOWN STREET IMPROVEMENT PLANS CITY OF FONTANA VALLEY BLVD. & JUNIPER AVE. BASIS OF BEARINGS BENCH MARK: GIA LAM KIM R.C.E. 62296 CITY ENGINEER DAVID J. CURTIS R.C.E. 75791 1650 SPRUCE STREET, SUITE 400 RIVERSIDE, CA 92507 951.787.8421 www.psomas.com VALLEY BLVD. & JUNIPER AVE. CR CR DC CITY OF FONTANA BENCHMARK THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, CONSTRAINED LOCALLY BETWEEN CONTINUOUS GPS STATIONS EWPP & RTHS. SAID BEARING IS S84°19'30"E (NAD83(2011) 2017.50 EPOCH.) GPS CONTINUOUS OPERATING REFERENCE STATION EWPP. THE ANTENNA IS AN ASHTECH 701945B_M W/SCIT DOME. TRUE VERTICAL ANTENNA HEIGHT IS FROM THE GEODETIC REFERENCE POINT TO THE BOTTOM OF THE ANTENNA PRE-AMP(BPA) AND IS 0.027 FEET. ELEVATION = 1194.52 PARCEL MAP NO. 20669 6573 3/5/26 3/5/26 PARCEL MAP 20669No. C75791REGISTERED P R OFESSIONAL E N G I N E ER S T A TE OF CA L I F O R NIA CI V I L DAV I D J . CU R T I S EXP. 6/30/26 MCN22-000145 / ELPC24-00109 INDEX MAPGRAPHIC SCALE SCALE: 1" = 0 100 200 100 50100 3 PLAN AND PROFILE - VALLEY BOULEVARD (10+63.67 - 17+00) 6 PLAN AND PROFILE - WASHINGTON DRIVE (16+50.49 - 17+31.78) 1 7 STREET SECTIONS - WASHINGTON DRIVE & VALLEY BOULEVARD 8 STREET SECTIONS - VALLEY BOULEVARD LEGEND INVERT OF PIPE ELEVATION PAD ELEVATIONP.E. INV. S/W SIDEWALK PROPOSED FLOW LINE PROPOSED FENCE PROPOSED SEWER EXISTING SEWER EXISTING WATER PROPOSED WATER PROPOSED SIDEWALK EXISTING SIDEWALK EXISTING CURB PROPOSED CURB CENTERLINE EXISTING PROPOSED SEWER MANHOLEM.H. TOP OF CURBT.C. EXISTING RIGHT OF WAY S.F. F.L. F.S. F.G. C/L R/W P/L DWY SQUARE FEET FLOW LINE ELEVATION FINISH SURFACE ELEVATION FINISH GRADE ELEVATION CENTERLINE RIGHT OF WAY PROPERTY LINE DRIVEWAY FINISH FLOOR ELEVATIONF.F. PROPOSED AC PAVEMENT PROPOSED RIGHT OF WAY PROPOSED CONCRETE SIDEWALK NATURAL GROUND EDGE OF GUTTERE.G. N.G. NOT TO SCALEN.T.S. PROPOSED GRIND & OVERLAY EXISTING ELEVATION(X.XX) TO BE ABANDONEDT.B.A. PROTECT IN PLACE OFFSET O/S P.I.P. TO BE REMOVEDT.B.R. REMOVE AND RELOCATE R&R 10 TITLE SHEET 11 4 PLAN AND PROFILE - VALLEY BOULEVARD (17+00 - 22+68.89) 9 STREET SECTIONS - VALLEY BOULEVARD 13 STREET SECTIONS - JUNIPER AVENUE 14 STREET SECTIONS - JUNIPER AVENUE 12 STREET SECTIONS - VALLEY BOULEVARD STREET SECTIONS - VALLEY BOULEVARD STREET SECTIONS - VALLEY BOULEVARD PRIVATE ENGINEER'S NOTES: 1.UNLESS SPECIFIED IN THE PROJECT SPECIFIC CONSTRUCTION DOCUMENTS, ALL CONSTRUCTION SHOWN HEREON SHALL BE IN ACCORDANCE WITH THE GOVERNING AGENCY ADOPTED VERSION OF THE UNIFORM BUILDING CODE, THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (CURRENT EDITION) AND THE "STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION" (CURRENT EDITION). 2.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL POSITION OF ALL POINTS OF CONNECTION TO EXISTING STRUCTURES. THIS SHALL INCLUDE BOTH ABOVE GROUND AND BELOW GROUND POINTS OF CONNECTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 4.THICKNESS OF PAVEMENT AND BASE MATERIAL SHOWN HEREON IS PRELIMINARY ONLY. FINAL PAVEMENT SECTION TO BE DETERMINED BY SOILS TEST AND RECOMMENDED BY THE SOILS ENGINEER UPON COMPLETION OF ROUGH GRADING. 5.THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING AGENCY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 6.THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE CITY OF FONTANA, AND ENGINEEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF FONTANA, OR THE ENGINEER. 7.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 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 5 PLAN AND PROFILE - JUNIPER AVENUE (13+21.56 - 19+10.94) 3/26/2026