HomeMy WebLinkAboutF_Civil Plans_20231122_v45.5' DEDICATED R/WVICINITY MAP&,7<2)5(1721IN COMPLIANCE WITH CITY OF RENTON STANDARDS0$+$//276+2573/$70$+$//276+2573/$77('0$+$//276+2573/$76+((7180%(5'(&&,2(QJLQHHULQJLUA 21-000078&29(56+((719R-421601R-421601R-4216019DEVELOPMENT ENGINEERINGNJanders 12/11/2023REGIONAL FIRE AUTHORITYcthomas 12/11/2023APPROVEDWASTEWATER UTILITYjstowell 12/11/2023SURFACE WATER UTILITYJFarah 12/11/2023JDing 12/12/2023CURRENT PLANNING
&,7<2)5(1721IN COMPLIANCE WITH CITY OF RENTON STANDARDS0$+$//276+2573/$70$+$//276+2573/$77('0$+$//276+2573/$76+((7180%(5'(&&,2(QJLQHHULQJLUA 21-000078R-42160229(;,67,1*6,7(R-421602R-4216029DEVELOPMENT ENGINEERINGNJanders 12/11/2023
PROPOSED 8' WIDELANDSCAPE STRIPNEW SSMHSIDE SEWER8'WIDE LANDSCAPEC.O.3'THE 13 ELEMENTS OF A CONSTRUCTION SWPPP1. Preserve Vegetation/Mark Clearing Limits: The clearing limits are indicated on the plansheet. Furthermore, clearing and grading will be limited to only areas that need to bedisturbed for grading/construction of the site and frontage improvements. Constructionwill require regarding the entire site. Field marking the clearing limits shall be completedprior to clearing and grading activities.BMP's: Preserve Natural Vegetation (VEG)2. Establish Construction Access: Access to the construction site shall be limited to therock construction entrance. The rock construction entrance shall be installed off of theStreet to provide access to the construction vehicle/equipment staging and employeeparking areas.BMP's: Rock construction entrance (CE) See detail sheet C93. Control of Flow Rates: Storm water detention: No detention is proposed for the sitesince the work should be completed in a short period of time. BMP's None Proposed4. Installation of Sediment Controls: Sediment control will be provided through acombination of filtration through the surround on-site vegetation, or filter fence ifrequired. ,BMP's: Silt Fence (SF) Sediment Trap (ST) I5. Soils Stabilization: Temporary and permanent soil stabilization will be provided.Temporary stabilization will be provided through the application of straw and/or plasticsheeting to exposed, worked earth. From October 1 until April 30, no exposed soil mayremain exposed and unworked for more than two days; after May 1, no exposed soil mayremain exposed and unworked for more than seven days.BMP's: Straw Covering, Plastic Sheeting, Final Landscaping(as required)6. Slope Protection: Stock piles shall be protected from erosion through cover andprevention of concentrated surface runoff flows on steep slopes as required.BMP's: Plastic Sheeting, (AS REQUIRED)7. Protection of Permanent Drain Inlets: Inlet protection will be provided for all catchbasins.BMP's: Inlet Protection (IP) See detail sheet (AS REQUIRED)8. Stabilization of Channels and Outlets: All channel slopes shall be constructed andprotected against erosion in accordance with County code.(None Required)9. Pollutant Control: Pollutants shall be controlled through the on-site BMP's proposedabove.&,7<2)5(1721IN COMPLIANCE WITH CITY OF RENTON STANDARDS0$+$//276+2573/$70$+$//276+2573/$77('0$+$//276+2573/$76+((7180%(5'(&&,2(QJLQHHULQJLUA 21-00007810. Dewatering Control: De-watering: Interception of the water table is expected tooccur. (NOT REQUIRED)11. BMP Maintenance: All BMP's and SWPPP elements shall be inspected daily andmaintained as required.12. Project Management: The project shall be managed in a cooperative effort by theproject manager, contractor, engineer, and the county inspector. During theconstruction process, if unforeseen issues arise that cannot be resolved on site,construction activity (other than SWPPP maintenance) shall be halted and the owner'srepresentative and the project engineer are to be contacted and informed of thesituation. TBD13. Protect on-site stormwater management bmps for runoff from roofs and other hardsurface on-site stormwater management bmps used for runoff from roofs and other hardsurfaces include: full dispersion, roof downspout full infiltration or dispersion systems,perforated stubout connections, rain gardens, bioretention systems, permeablepavement, sheetflow dispersion, and concentrated flow dispersion. the areas on the siteto be used for these bmps shall be protected from siltation and compaction duringconstruction by sequencing the construction in a fashion to install these bmps at thelatterpart of the construction grading operations, by excluding equipment from the mpsand the associated areas, and by using the erosion and sedimentation control bmpslisted below. relevant bmp's bmp c102: buffer zoneR-421603396::33/$1R-421603R-4216039DEVELOPMENT ENGINEERINGNJanders 12/11/2023
5.5' DEDICATED R/WPROPOSED 8' WIDELANDSCAPE STRIP8'WIDE LANDSCAPE3'496
494
CB-3RIM 490.0 W/SOILID LIDIE IN 488.50 4" PVCIE OUT 488.50 6" RIGIDPERFOVER FLOW ROUTEINFILTRATION TRENCH90LF X 5FT WIDE X 1.5FT DEEP(ROOF AREA 2,628 SF)INFILTRATION TRENCH112LF X 5FT WIDE X 1.5FTGRAVEL DEPTH(ROOF AREA 3,102 SF)CB-5RIM 493.0 W/GRATE INLETIE IN 490.50 4" PVCIE OUT 490.50 6" RIGIDPERFOVER FLOW ROUTECB-8RIM 496.50 W/SOILID LIDIE IN 495.00 4" PVCIE OUT 495.50 6" RIGIDPERFCB-7RIM 496.50 W/SOILID LIDIE OUT 495.00 6" RIGIDPERFOVER FLOW ROUTEINSTALL POROUSCONCRETE PAVEMENTPER COR STD PLAN261.20W/CHECK DAMS @ 20O.C.RE-GRADE TOPROVIDE SWALE TOCONVEY OVERFLOWS492494490496CB-6RIM 494.0 W/GRATEINLETIE IN 490.50 4" PVCIE OUT 490.50 6" RIGIDPERFINFILTRATION TRENCH 83LF X 5FT WIDE X 1.5FT GRAVEL DEPTH(ROOF AREA 2,382 SF)4924" PVC4" PVC4" PVCDSDSDSDSDSDS4" PVCDS4" PVCDSDSDSDSDSDSDSDSDSDSDSDS4" PVC4" PVC4" PVC4" PVC4" PVCCOVERED PATIOCB 1 TYPE 1 STA 2+26 ±19'LTRIM 479.16TIE INTO EX STORM W/ NEWCATCH BASIN PER (COR STDPLAN 200.0)CB 2 TYPE 1 STA 2+26 37'LRIM 480.00IE 477.20 6" LCPE (IN & OUT)INSTALL NEW CATCH BASINAND TIE KEYSTONE WALL FTGDRAIN INTO NEW STORM PERCOR STD PLN 225.00ARBORIST MUST BE ON SITE TOMONITOR TREE SAFETY DURINGEXCAVATION FOR THE TRENCHTO ENSURE THE TREE ANDROOTS ARE NOT DAMAGED&,7<2)5(1721IN COMPLIANCE WITH CITY OF RENTON STANDARDS0$+$//276+2573/$70$+$//276+2573/$77('0$+$//276+2573/$76+((7180%(5'(&&,2(QJLQHHULQJLUA 21-000078'5$,1$*($1'*5$',1*R-42160549R-421604R-421604FG 481.50FG 480.40FG 491.50FG 490.40495.00 6" RIGIDINSTALL POROUS PAVEMENT IN DRIVEWAYS PER COR STD PLAN 261.10CB-4RIM 490.70 W/SOILID LIDIE IN 489.20 4" PVCIE OUT 489.20 6" RIGIDPERFINFILTRATION TRENCH 23LF X 5FT WIDE X 1.5FT DEEP (ROOF AREA 653.0 SF)C.O.C.O.9DEVELOPMENT ENGINEERINGNJanders 12/11/2023SURFACE WATER UTILITYJFarah 12/11/2023
5.5' DEDICATED R/WPROPOSED 8' WIDELANDSCAPE STRIPNEW SSMHSIDE SEWER8'WIDE LANDSCAPEC.O.3'C.O.NEW IE 474.80 8" SCORE DRILL AND TIE INTOEX SSMH AND RECHANNEL45LF 6" SIDE SEWERSTUB 2% MIN SLOPEPER COR STD 406.1 (TYP)AND PIPE CASING UNDERWALL PER STD PLAN 412130 LF 6" SIDE SEWERSTUB 2% MIN SLOPEPER COR STD PLN406.1TBRTBR5' CONC WALK
8' LANDSCAPING PROPOSED 1' TO 3'KEYSTONE WALLSET EDGE 3' FROMPROP LINETW 488.00BW 484.10TW 488.20BW 488.00TW 488.5BW 487.010' WIDE PERVIOUSPAVEMENT DRIVEWAYSSCORIM 493.5IE 487.006" PVCCB 2 TYPE 1STA. 2+32 37' LRIM 480.00IE= 477.20 6" LCPE (IN & OUT)INSTALL CATCH BASIN AND TIEKEYSTONE WALL FTG DRAIN INTO NEWSTORM PER COR STD PLN 225.00REVISE EX KEYSTONE WALL IN R/W ASREQUIREDPROPOSED PERVIOUS PAVEMENTWITH 4" CURB ALONG SOUTH EDGESHARED DRIVEWAY ENTRANCE SHALLBE PER COR STD PLAN 104.3HOWEVER WIDTH MAY BE INCREASEDTO 20' TO MATCH THE TRACT PAVEDWIDTHCB 1TYPE 1 STA 2+26 ± 19' LTRIM 479.16TIE INTO EX STORM W/NEW CATCHBASIN PER (COR STD PLAN 200.0)COCOCOEXISTING CENTERLINEGRADEGUTTER LINENEW CURBVERIFY INVERTS PRIOR TOCONSTRUCTION&,7<2)5(1721IN COMPLIANCE WITH CITY OF RENTON STANDARDS0$+$//276+2573/$70$+$//276+2573/$77('0$+$//276+2573/$76+((7180%(5'(&&,2(QJLQHHULQJLUA 21-000078156TH AVE SE IMPROVEMENTSR-42160559R421605NOTE:CONTRACTOR TOMATCH EXISTINGCROWN SECTIONTEMPORARY ADA RAMPTEMPORARY ADA RAMPTEMPORARY ADASEE DETAIL BELOWTEMPORARY ADASEE DETAIL ABOVER-421601 & R-421605SSCO RIM 488.2IE 482.2REVISE KEYSTONEWALL AS REQUIREDTO ACCOMMODATENEW S-WALKALIGN EX GRATE ANDRIM WITH NEW CURBLINE S9SIDE SEWERERERSRRRRRREEAPPROXIMATE LIMITS OF GRIND AND OVERLAY TBD BY CITY INSPECTORDEVELOPMENT ENGINEERINGNJanders 12/11/2023as a condition ofapproval, streetshall be striped tomatch the existingconfiguration uponcompletion ofoverlay.WASTEWATER UTILITYjstowell 12/11/2023
BMP TS.13 Post-Construction Soil Quality and DepthPurpose and DeLinition'pplications and 2iSitationsDesiMn -uidelinesDETAILS696R-421606
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAHAL 2-LOTSHORT PLATMAHAL 2-LOT SHORT PLAT
TED-40-4216MAHAL 2-LOT SHORT PLATSHEET NUMBER
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7DETAILS97R-421607
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAHAL 2-LOTSHORT PLATMAHAL 2-LOT SHORT PLAT
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8DETAILS98R-421608
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAHAL 2-LOTSHORT PLATMAHAL 2-LOT SHORT PLAT
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OICER DECCIO EngineeringLUA 21-000078R-421608DEVELOPMENT ENGINEERINGNJanders 12/11/2023WASTEWATER UTILITYjstowell 12/11/20239
SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M.CITY OF RENTON, STATE OF WASHINGTONNOTES999R421609
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAHAL 2-LOTSHORT PLATMAHAL 2-LOT SHORT PLAT
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OICER DECCIO EngineeringLUA 21-000078R421609DEVELOPMENT ENGINEERINGNJanders 12/11/2023WASTEWATER UTILITYjstowell 12/11/20239
156th AVE SElot 110,436 sflot 215,135 sf30' bsbl10' bsbl30' bsbl25' bsbl10' bsbl10' bsbl30' bsbl10' bsbl220.00'132.17'220.01'8' landscape bedaccess road- tract A5' sidewalkexisting house tobe removedexisting garage tobe removed8' landscape plant bedproposed rockerylot 2 infiltration trenchlot 1 infiltration trenchproperty line10' drainage and utility easementMAGNOLIA X SOULANGEANA `LITTLE GEM`(2)1CERCIS CANADENSIS(4)1ex. tree to removeex. tree to removeex. tree to removeex. tree to removeex. tree to removeex. tree to removeex. Apple tree 6" DBHto remain under Treeprotection measuresas stated in RMC4-4-130 H.9.11CARPINUS CAROLINIANA `AUTUMN FIRE`(6)10' wide Landscape Buffer bed110' wide Landscape Buffer bedACER GRISEUM(4)ARBUTUS UNEDO `COMPACTA`(3)22proposed trees & shrubs will notbe affected by drainage trench333lot 1 infiltration trench3333SPIRAEA JAPONICA `GOLDFLAME`(35)PENNISETUM ALOPECUROIDES `HAMELN`(37)RUDBECKIA FULGIDA `LITTLE GOLDSTAR`(16)ARCTOSTAPHYLOS UVA-URSI `VANCOUVER JADE`(237)NANDINA DOMESTICA `GULF STREAM` TM(31)LOT 2 INFILTRATION TRENCH3General notes:general:xKismet Design does not take responsibility of accuracy for surveys or property information provided byother parties. ACCURACY OF PROVIDED PLANS HAVE NOTE BEEN FIELD VERIFIED.xContractor is responsible to call for utility locates prior to any work being done.xAny material changes or design modifications to be approved by Kismet Design and/or property owner.Change orders for any changes must be approved before the work is started.Permits:xProperty owner or contractor to obtain all necessary permits for work to be completed.xEfforts have been made to conform design to all known codes and regulations, but no guarantee is made.Codes frequently change and are subject to interpretation. Changes or clarifications to the design may berequested upon jurisdiction review.xDesigns must be submitted to governing jurisdiction to ensure code conformance.Construction practices:xAll installation methods to follow material manufacturer guidelines.xAll hardscapes to maintain a minimum 2% slope away from structures.xAll damages caused by construction access to be repaired and cleaned after completion of construction.xContractor shall be licensed, bonded, insured, and provide a warranty of workmanship for a minimum of oneyear.xBest practices shall be used in all construction methods and sustainable techniques used wherever possible.xAll existing soils to remain on-site unless otherwise noted.xAll construction debris and waste to be removed from the site and disposed of properly.xRemoval of weeds and lawn in demolition phase of construction to be completed using mechanical methods.Kismet Design does not condone or recommend the use of any synthetic herbicides or fertilizers.Materials:xAll bed and lawn areas to receive a minimum of 4” soil amendment. Bed amendment to be approved compost.Lawn amendment to be 3 way or other approved soil mix. All beds to be top-dressed with minimum 2” compostedblack bark from approved supplier.xif provided, Irrigation shall be drip for all bed zones unless otherwise noted. MPR nozzles shall be used inlawn zones when appropriate.xThe use of a smart irrigation controller is recommended.xLighting controllers shall have timer and photocell when installed in a location that a photocell willoperate properly.xAll landscape lighting fixtures shall be low voltage LED fixtures.xMaterials installed in the landscape are subject to natural weathering processes. Materials showing naturalwear or weathering are not subject to warranty.xMany materials used in the landscape will have color, size, thickness, and texture variations and this is to beexpected.xLawn and beds shall not have any manufactured edging unless otherwise noted.xAll hardscapes (NOT FOR VEHICLE USE) shall have a minimum 4” compacted gravel base.Maintenance:xIt is recommended that the landscape will be maintained using organic methods and best practices.xA refresh of bed top-dressing is recommended yearly in the spring. 2" of composted BLACK barkrecommended.xall irrigation systems should be blown-out and winterized in the fall to protect system from freezing in thewinter. System startup in the spring should include assessment of components and proper function of system.xBACKFLOW PREVENTION DEVICE TO BE INSPECTED YEARLY.Owner/Applicant:Ralraj mahal158 147th ct serenton wa 98058contact:dante palmaffy12925 47th dr seeverett, wa 98208425-345-2530Engineer:deccio engineering inc.17217 7th ave wbothell, wa 98012206-390-8374Surveyor:site 4 surveying and consulting4227 s meridian ste c445puyallup, wa 98373425-235-8440landscape architect:Kismet design llc9010 market pl #142lake stevens, wa 98258425-919-7109TREESQTYBOTANICAL NAMECOMMON NAMESIZE4 Acer griseum Paperbark Maple 2" Cal.6 Carpinus caroliniana `Autumn Fire` Autumn Fire American Hornbeam 2" Cal.4 Cercis canadensis Eastern Redbud 2.5" Cal.2 Magnolia x soulangeana `Little Gem` Dwarf Saucer Magnolia 2" Cal.SHRUBSQTYBOTANICAL NAMECOMMON NAMESIZE3 Arbutus unedo `Compacta` Dwarf Strawberry Tree 5 gal.31 Nandina domestica `Gulf Stream` TM Gulf Stream Heavenly Bamboo 3 gal.35 Spiraea japonica `Goldflame` Spirea 3 gal.GRASSESQTYBOTANICAL NAMECOMMON NAMESIZE37 Pennisetum alopecuroides `Hameln` Hameln Fountain Grass 1 gal.GROUNDCOVERQTYBOTANICAL NAMECOMMON NAMESIZE237 Arctostaphylos uva-ursi `Vancouver Jade` Vancouver Jade Bearberry 4"PERENNIALSQTYBOTANICAL NAMECOMMON NAMESIZE16 Rudbeckia fulgida `Little Goldstar` Coneflower 1 gal.PLANT SCHEDULE RENTON SHORT PLAT REVISION11112222333331- Included 10-foot wide landscaping buffer strip along the 156th Ave SEstreet frontage of Lot 1 behind rockery wall.- CHANGED Right of Way Street TREE SPECIES on 156th Ave SE TO Eastern redbudtree species, found on the city of renton approved tree list. Groundcover plantings inRight of Way changed to kinnikinnick-note added Infiltration trench 2' wide by 2 ft deep shown at south 8' wide landscapebuffer between the driveway tract A pavement and property to the south.-NOTE ADDED THAT ALL TREES WILL BE STAKED AND ALL PLANTS INSTALLED PER INDUSTRYSTANDARDS.-plant (2) Little Gem Magnolia trees in front yard of Lot 2 as required RMc 4-4-070- NOte added to retain (1) significant 6” DBH apple tree on the eastern edge ofproposed Lot 2 under Tree protection measures as stated in RMC 4-4-130 H.9.- (6) new tree plantings on Lot 1, (4) Eastern Redbud and (2) Paperbark Maple,added as required to meet minimum tree density requirements as stated in RMC 4-4-070F1.- (5) new tree plantings on Lot 2, (3) Autumn Fire American Hornbean and (2) Little GemMagnolia, added as required to meet minimum tree density requirementsas stated in RMC 4-4-070F1.revision notes 11.4.21-2 NEW TREES HAVE BEEN ADDED TO MEET THE 4 TREE DENSITY REQUIREMENT OF THE LOT. MINORPLANTINGS HAVE BEEN REVISED TO REFLECT NEW TREE LOCATIONS. SEE PLANT SCHEDULE FOR NEWQUANTITIES.-PROPOSED TREES ALONG ACCESS TRACT WILL NOT BE AFFECTED BY DRAINAGE TRENCH. SEE LETTER.-LANDSCAPE PLAN IS NOW ON THE CITY OF RENTON TITLE BLOCK.revision notes 4.27.20222-adjusted locations of infiltration drainage trenches based on drainage sheet dated 7.14.2022-adjusted location and quantities of plants based on new infiltration drainage trench locationsrevision notes 8.11.20223prepared by: KMlandscapeplanplanting planSCALE: 1"=10'-0"ALL MEASUREMENTS ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY INSTALLATION CONTRACTOR. THIS DOCUMENT SHALL NOT BE CONSIDERED A LEGAL SURVEY. SITE MEASUREMENTS ACQUIRED BY KISMET DESIGN LLC ARE INTENDED FOR CONCEPTUAL PURPOSES. KISMET DESIGN SHALL NOT BE HELD RESPONSIBLE FOR ERRORS, OMISSION OR MODIFICATIONS TO DESIGN MADE BY OTHERS. KISMET DESIGN LLC MAINTAINS OWNERSHIP AND COPYRIGHT OF DESIGN DOCUMENTS. KISMET DESIGN IS NOT RESPONSIBLE FOR THE INSTALLATION OR MAINTENANCE OF ANY PORTION OF THE DESIGN. PROPERTY OWNER AND/OR CONTRACTOR ARE RESPONSIBLE TO ACQUIRE ALL NECESSARY PERMITS PRIOR TO INSTALLATION. CONSTRUCTION CONSULTATIONSERVICES PROVIDED BY KISMET DESIGN LLC ARE AN EXTENSION OF DESIGN SERVICES AND MAINTAINING DESIGN INTENT AND ARE NOT A PROJECT MANAGEMENT SERVICE. OWNER OR CONTRACTOR SHALL CALL FOR UTILITY LOCATES PRIOR TO ANY CONSTRUCTION ACTIVITIES. DESIGN MODIFICATIONS SHALL BE APPROVED BY KISMET DESIGN LLC OR OWNER PRIOR TO INITIATING AND ANY COSTS INCURRED TO BE PROVIDED AND APPROVED.NTSSHRUB PLANTINGNTSTREE PLANTING DOUBLE STAKEPLANTING ATTURF AREAS.PLANTING ATSHRUB AREAS.01 020SCALE: feet10 20301" = 10'NESW___08.20.2020__:preliminary ____11.04.2021____: Revision___04.27.2022____: REVISION___08.11.2022___: REVISION_____________________________________________________ IN COMPLIANCE WITH CITY OF RENTON STANDARDS12SEE REVISION NOTESSEE REVISION NOTESCHCHKMKM11.3.20214.27.20223SEE REVISION NOTESCHKM8.11.2022ARBORIST MUST BE ON SITE TO MONITOR TREE SAFETY DURING EXCAVATION FOR THE TRENCH TO ENSURE THE TREE AND ROOTS ARE NOT DAMAGED DEVELOPMENT ENGINEERINGNJanders 12/11/2023JDing 12/12/2023CURRENT PLANNING
&,7<2)5(1721IN COMPLIANCE WITH CITY OF RENTON STANDARDS0$+$//276+2573/$70$+$//276+2573/$77('0$+$//276+2573/$76+((7180%(5'(&&,2(QJLQHHULQJLUA 21-000078(/(&75,&$/3/$11R-421601R-421601R-4216011112INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116.1, CONCRETE AND FOUNDATION . INSTALL NEW CONDUIT TO EXISTING CITY STREET POLE WITH TYPE 1 JUNCTION BOX WITH CONCRETE PAD FOLLOWING COR STD PLAN 120. . EXISTING PSE STREET LIGHT SHALL BE REMOVED (COORDINATE WITH PSE) CONSTRUCTION NOTES 1210/6/238-6-2333INSTALL CONDUIT IN OPEN TRENCH CUT AND REPAIR SIDEWALKS117.1note: separatefranchise permits arerequired for PSEwork within the ROW.DEVELOPMENT ENGINEERINGNJanders 12/11/2023105 W for street sideluminaire
&,7<2)5(1721IN COMPLIANCE WITH CITY OF RENTON STANDARDS0$+$//276+2573/$70$+$//276+2573/$77('0$+$//276+2573/$76+((7180%(5'(&&,2(QJLQHHULQJLUA 21-000078(/(&75,&$/DETAILS19R-421601as a condition ofapproval,calculations forthe foundationdepth shall beprovided to the Cityfor review andapproval. DEVELOPMENT ENGINEERINGNJanders 12/11/2023. NOT USED 10/6/23