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Home My WebLink AboutC24003193_Moutain View_ Civil Plans_Approved405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. COVER SHEET R-431401 Surface Water Enginering jfarah 07/21/2025 WATER UTILITY JValdez 07/21/2025 REGIONAL FIRE AUTHORITY cthomas 07/21/2025 APPROVED WASTEWATER UTILITY jstowell 07/21/2025 jding 07/28/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314EXISTING CONDITIONS PLAN GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. R-431402 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314TREE RETENTION PLAN AND TABLE GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. R-431403 jding 07/28/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314HORIZONTAL & VERTICAL CONTROL PLAN GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. R-431404 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314CLEARING AND TESC PLAN GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. R-431405 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314TESC NOTES AND DETAILS R-431406 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314TESC NOTES AND DETAILS R-431407 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314ROAD AND GRADING PLAN GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. R-431408 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314ROAD CROSS-SECTIONS AND DETAILS R-431409 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314ADA RAMP DETAILS 0 GRAPHIC SCALE 5 10 20 1 INCH = 10 FT. R-431410 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314ROAD DETAILS R-431411 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314ROAD DETAILS R-431412 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314ROAD DETAILS R-431413 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. STORM DRAINAGE PLAN R-431414 Surface Water Enginering jfarah 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314GRAPHIC SCALE 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT. ROAD A & SEWER ACCESS RD STORM DRAINAGE PLAN AND PROFILE R-431415 Surface Water Enginering jfarah 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314ROAD A STORM DRAINAGE PLAN AND PROFILE GRAPHIC SCALE 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT. R-431416 Surface Water Enginering jfarah 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-43140 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT. ROAD A & TALBOT ROAD S STORM DRAINAGE PLAN AND PROFILE R-431417 Surface Water Enginering jfarah 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314SHATTUCK AVE S STORM DRAINAGE PLAN AND PROFILE 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT. R-431418 Surface Water Enginering jfarah 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314DETENTION VAULT CROSS-SECTION AND DETAILS GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. R-431419 Surface Water Enginering jfarah 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 FRAME AND COVER (DIAMETER VARIES) N.T.S. F O R MAINTENANCE CAL L 1.8 0 0 .33 8.1122 www.contechES.com TMC le a n w a t e r starts here INSIDE HEIGHT6' [1829 mm] TYPICALHYDRAULIC DROP(H) INLET INV.TO OUTLET INV.TOP SLAB ACCESS SEE FRAME AND COVER DETAIL OUTLET FLOATABLES BAFFLEINLET INLET PIPE CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS SECTION A-A FLOW KIT OUTLET SUMP STORMFILTER CARTRIDGE HDPE OUTLET RISER Ø4'-0" [Ø1219 mm] I.D. MANHOLE STRUCTURE (Ø4'-10" [Ø1473 mm]) O.D. OUTLET SUMP PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 40A A AIN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314STORMFILTER MANHOLE DETAIL 800-338-1122 513-645-7000 513-645-7993 FAX CB 2 STORMFILTER STANDARD DETAIL GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' [1524 mm] AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES [178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [L/s] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[m2]. 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES [200 mm], CONTRACTOR TO REMOVE THE 8 INCH [200 mm] OUTLET STUB AT MOLDED-IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STORMFILTER DESIGN NOTES CARTRIDGE HEIGHT SPECIFIC FLOW RATE (gpm/sf) [L/s/m2] CARTRIDGE FLOW RATE (gpm) [L/s] RECOMMENDED HYDRAULIC DROP (H) 27" [686 mm]18" [458 mm]LOW DROP 3.05' [930 mm]2.3' [700 mm]1.8' [550 mm] STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. Ø4 [1219 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS [28.3 L/s] . IF THE SITE CONDITIONS EXCEED 1.0 CFS [28.3 L/s] AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION 18.79 [1.19]12.53 [0.79]8.35 [0.54] 2 [1.30] 22.5 [1.42]11.25 [0.71]15 [0.95]10 [0.63]5 [0.32]7.5 [0.44] 1.67* [1.08]1 [0.65] * 1.67 gpm/sf [1.08 L/s/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY 2 [1.30]1.67* [1.08]1 [0.65]2 [1.30]1.67* [1.08]1 [0.65] THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. www.contechES.com STRUCTURE ID WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (cfs) RETURN PERIOD OF PEAK FLOW (yrs) NUMBER OF CARTRIDGES REQUIRED MEDIA TYPE (PERLITE, ZPG, PSORB) PIPE DATA:I.E.MATERIAL DIAMETER INLET PIPE #1 INLET PIPE #2 OUTLET PIPE SITE SPECIFIC DATA REQUIREMENTS WIDTH HEIGHTANTI-FLOTATION BALLAST NOTES/SPECIAL REQUIREMENTS: RIM ELEVATION CARTRIDGE FLOW RATE (gpm) * PER ENGINEER OF RECORD CARTRIDGE HEIGHT (SEE TABLE ABOVE) ** 168.72 12PVC152.35 *** 12PVC154.65 ZPG 7.5 3 100 0.1451 0.0490 CB 2 18" R-431420 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314STORM DRAINAGE DETAILS R-431421 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. SANITARY SEWER AND WATER PLAN S-431401W-431401WTR-27-4314WWP-27-4314WASTEWATER UTILITY jstowell 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193GRAPHIC SCALE 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT. ROAD A WATER AND SEWER PLAN AND PROFILEWTR-27-4314WWP-27-4314S-431402W-431402 WATER UTILITY JValdez 07/21/2025 WASTEWATER UTILITY jstowell 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193ROAD A WATER AND SEWER PLAN AND PROFILE GRAPHIC SCALE 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT.WTR-27-4314WWP-27-4314S-431403W-431403 WATER UTILITY JValdez 07/21/2025 WASTEWATER UTILITY jstowell 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-0031930 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT. ROAD A WATER AND SEWER PLAN AND PROFILEWTR-27-4314WWP-27-4314S-431404W-431404 WATER UTILITY JValdez 07/21/2025 WASTEWATER UTILITY jstowell 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193SEWER ACCESS RD & SHATTUCK AVE S WATER AND SEWER PLAN AND PROFILE 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT.WTR-27-4314WWP-27-4314S-431405W-431405 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 2.5 5 10 1 INCH = 5 FT. WATER UTILITY JValdez 07/21/2025 WASTEWATER UTILITY jstowell 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193SANITARY SEWER NOTES AND DETAILSWWP-27-4314S-431406 WASTEWATER UTILITY jstowell 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193WATER NOTES AND DETAILSWTR-27-4314W-431406 WATER UTILITY JValdez 07/21/2025 AND DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193WATER NOTES AND DETAILSWTR-27-4314W-431407 WATER UTILITY JValdez 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193TED-40-4314GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. COMPOSITE UTILITY PLAN S-431407W-431408 WATER UTILITY JValdez 07/21/2025 WASTEWATER UTILITY jstowell 07/21/2025 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193CHANNELIZATION AND SIGNAGE PLAN GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. T-431401TRO-41-4314DEVELOPMENT ENGINEERING yqi 08/06/2025 654321NORTH1" = 20'-0"SHEET SIZE 22" x 34"IN COMPLIANCE WITH CITY OF RENTON STANDARDSJEFF VARLEY landscape architect19819 30th Dr SE Bothell Washington 98012email varley_jeff@hotmail.com phone 425-466-9430www.varleylandscape.comVARLEY VARLEY VARLEY5TREE RETENTION PLANL-1260190460,61800.93628.0832TREE NUMBER, TYPICALTREE PROTECTION FENCETREE PROTECTIONFENCE12616110EXISTING HOUSE TO BERETAINEDTREE INFORMATION SOURCE: WASHINGTON FORESTRYCONSULTANTS INC. REPORT DATED APRIL 23, 2024 7 2.1 -1.919,84819,84840,770jding 07/28/2025CURRENT PLANNINGDEVELOPMENT ENGINEERINGyqi 08/06/2025 MGMGMGMGMGDVDVDVFGFGFGLaLaLaEgEgEgRHRHRHRHRHNNNFGFGFGAZAZAZDVDVDVFGFGFGMGMGMGNNLaLaRHRHRHEgEgEgDVDVMGMGMGNNNAZAZAZAZAZAZRHRHRHRHRHRHRHRHRHMGMGMGMGMYMYMYMYMYMYMYMYMYMYEgEgDVDVAZAZEgEgFGFGLaLaLaLaLaFGFGFGFGLaLaLaLaFGFGNNNNNNRHRHRHFGFGFGFGFGLaLaLaLaLaMGMGMGEgEgEgRHRHRH654321All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time ofplanting. Damaged trees shall be replaced with same species and minimum 2" DBH.Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities donot allow the required trees to be planted.Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in thefront yard.'Medium' size trees to be installed 40' on-center.Full and MatchingFull and MatchingFull and MatchingFull and MatchingFull and MatchingFull and MatchingFull and MatchingFull and MatchingFull and MatchingFull and Matching/Plant 30" o.c.Full and Matching/Plant 30" o.c.Full and Matching/Plant 30" o.c.Full and Matching/Plant 30" o.c.Viburnum davidii*Nandina domestica*Azalea sp. 'Hino Crimson'*Miscanthus sinensis*Pennisetum alop. 'Hameln'*Euonymus fortunei 'Emerald n Gold'*Lavandula sp.*Rhododendron 'Purple Splendour'*Myrica californica*Arctostaphyllos uva-ursi*Erica sp. 'Mediterranean Pink'*Bergenia sp. 'Bressingham Ruby'*Fragaria chiloensis*David ViburnumNandinaEvergreen AzaleaMaiden GrassFt GrassEuonymusLavenderRhodiePacific Wax MyrtleKinnikinnikHeatherElephant EarDune Strawberry2 gallon2 gallon2 gallon2 gallon2 gallon2 gallon2 gallon2 gallon2 gallon1 gallon1 gallon1 gallon1 gallonAs req'dAs req'dAs req'dAs req'dDVLa*Considered drought tolerant in Pacific Northwest once establishedRHNPlant in groups of minimum 15 plants of each species. Hold back 16" from trees, shrubs and adjacent edges.FGAZ*Considered drought tolerant in Pacific Northwest once established**Diameter at Breast HeightSHRUBS and GROUND COVEREgMYBOTANICAL NAMECOMMON NAMEQTYSIZEREMARKS101411182213192310PLANT SCHEDULELawnExisting landscaping to remainBOTANICAL NAMEFull and Matching, min. 8'-10' htUlmus 'Frontier'*Elm2" DBH**STREET TREE PLANT SCHEDULECOMMON NAMEQTYSIZEREMARKSTREES9**Diameter at Breast HeightMGFull and Matching/Plant 30" o.c.Arctostaphyllos uva-ursi*Kinnikinnik1 gallonAs req'dBOTANICAL NAMEMin. 3 stemsFull and MatchingFull and MatchingFull and MatchingAcer circinatum*Magnolia grandiflora 'Baby Bear'*Tilia cordata 'Chancellor'* 'Large'Gymnocladus dioicus 'Espresso'* 'Large'Vine MapleEvergreen MagnoliaLittleleaf LindenKentucky Coffeetree8'-10' ht.6'-7' ht.2" DBH**2" DBH**TREE PLANT SCHEDULECOMMON NAMEQTYSIZEREMARKSTREES4466NORTH1" = 20'-0"SHEET SIZE 22" x 34"IN COMPLIANCE WITH CITY OF RENTON STANDARDSJEFF VARLEY landscape architect19819 30th Dr SE Bothell Washington 98012email varley_jeff@hotmail.com phone 425-466-9430www.varleylandscape.comVARLEY VARLEY VARLEY5LANDSCAPE PLANL-2TRACT A10' WIDTH LANDSCAPE BUFFERREQUIRED ADJACENT TO ROW10'COORDINATE WITH HOMEOWNERTO RETAIN ANY EXISTING SHRUBSWITHIN THE PROPOSED 10'LANDSCAPE BUFFER10' WIDTH LANDSCAPE BUFFERREQUIRED ADJACENT TO ROWPROPERTYBOUNDARYjding 07/28/2025CURRENT PLANNINGDEVELOPMENT ENGINEERINGyqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDSJEFF VARLEY landscape architect19819 30th Dr SE Bothell Washington 98012email varley_jeff@hotmail.com phone 425-466-9430www.varleylandscape.comVARLEY VARLEY VARLEY5LANDSCAPE NOTES AND DETAILSL-3LANDSCAPE NOTESjding 07/28/2025CURRENT PLANNINGDEVELOPMENT ENGINEERINGyqi 08/06/2025 654321NORTH1" = 20'-0"SHEET SIZE 22" x 34"IN COMPLIANCE WITH CITY OF RENTON STANDARDSJEFF VARLEY landscape architect19819 30th Dr SE Bothell Washington 98012email varley_jeff@hotmail.com phone 425-466-9430www.varleylandscape.comVARLEY VARLEY VARLEY5IRRIGATION PLANL-4TRACT ANON-IRRIGATEDGROUND COVERLANDSCAPING ON BUILDING LOTS TOBE IRRIGATED BY HOMEOWNERS, TYP.IRRIGATIONCONTROLLERIRRIGATION POINT OFCONNECTIONLOCATE IRRIGATIONEQUIPMENT IN LANDSCAPEBEDS, TYPICAL. SHOWN HEREFOR DRAWING CLARITYLOCATE IRRIGATIONEQUIPMENT IN LANDSCAPEBEDS, TYPICAL. SHOWN HEREFOR DRAWING CLARITYjding 07/28/2025CURRENT PLANNINGDEVELOPMENT ENGINEERINGyqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDSJEFF VARLEY landscape architect19819 30th Dr SE Bothell Washington 98012email varley_jeff@hotmail.com phone 425-466-9430www.varleylandscape.comVARLEY VARLEY VARLEY5IRRIGATION NOTES AND DETAILSL-5LANDSCAPE IRRIGATION NOTESjding 07/28/2025CURRENT PLANNINGDEVELOPMENT ENGINEERINGyqi 08/06/2025 65432TRACT A1IN COMPLIANCE WITH CITY OF RENTON STANDARDSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENS2103 TALBOT ROAD SRENTON, WASHINGTON 98055MOUNTAIN VIEW GARDENS MOUNTAIN VIEW GARDENS TRO-41-4314 SHORT PLAT253-236-4941 tel. bob@hte-inc.com11215 Southeast 220th Place, Kent, Washington 98031HERMAN TRAFFIC ENGINEERING, INC.C24 003193LUA23 000299ILLUMINATION PLANIL1T-431402TRANSPORTATION OPERATIONCBarnes 07/28/2025DEVELOPMENT ENGINEERINGyqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENS2103 TALBOT ROAD SRENTON, WASHINGTON 98055MOUNTAIN VIEW GARDENS MOUNTAIN VIEW GARDENS TRO-41-4314 SHORT PLAT253-236-4941 tel. bob@hte-inc.com11215 Southeast 220th Place, Kent, Washington 98031HERMAN TRAFFIC ENGINEERING, INC.C24 003193LUA23 000299ILLUMINATION LEGEND & SCHEDULESIL2T-431403TRANSPORTATION OPERATIONCBarnes 07/28/2025DEVELOPMENT ENGINEERINGyqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENS2103 TALBOT ROAD SRENTON, WASHINGTON 98055MOUNTAIN VIEW GARDENS MOUNTAIN VIEW GARDENS TRO-41-4314 SHORT PLAT253-236-4941 tel. bob@hte-inc.com11215 Southeast 220th Place, Kent, Washington 98031HERMAN TRAFFIC ENGINEERING, INC.C24 003193LUA23 000299ILLUMINATION DETAILSIL3T-431404the depth of the 116.1 polefoundation shall be no less than4' per approved structureanalysis.TRANSPORTATION OPERATIONCBarnes 07/28/2025DEVELOPMENT ENGINEERINGyqi 08/06/2025the depth of the 117.1polefoundation shall be no less than7.5' per approved structureanalysis. IN COMPLIANCE WITH CITY OF RENTON STANDARDSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENSMOUNTAIN VIEW GARDENS2103 TALBOT ROAD SRENTON, WASHINGTON 98055MOUNTAIN VIEW GARDENS MOUNTAIN VIEW GARDENS TRO-41-4314 SHORT PLAT253-236-4941 tel. bob@hte-inc.com11215 Southeast 220th Place, Kent, Washington 98031HERMAN TRAFFIC ENGINEERING, INC.C24 003193LUA23 000299ILLUMINATION DETAILSIL4T-431405TRANSPORTATION OPERATIONCBarnes 07/28/2025DEVELOPMENT ENGINEERINGyqi 08/06/2025 EarthSolutionsNWLLC EarthSolutionsNWLLC Geotechnical Engineering,Construction Observation/Testing and Environmental Services WesternWA:15365 NE 90 th St,Ste 100 • Redmond, WA 98052 • (425) 449-4704 EasternWA:3130Varney Ln,Ste 105 • Pasco, WA 99301 • (509) 905-0275 esnw.com Earth Solutions NWLLC Sheet No. W1Modular Block Wall Designs and Notes MOUNTAIN VIEW GARDENS Renton, Washington Date Revision Proj. No. 9099.01 Designed HTW Client Global Land 2103, LLC Approved HTW Drawn MRS Checked HTW Date 04/05/2024 No. NOTE: Wall Alignment and Heights To Be Established By Contractor / Surveyor. SPECIFICATIONS: MODULAR BLOCK WALL CONSTRUCTION GENERAL A. Work shall consist of furnishing and construction of a Modular Block Retaining Wall System or equal in accordance with these specifications and in reasonably close conformity with the lines, grades, and dimensions shown on the plans. B. Work includes preparing foundation soil, furnishing and installing leveling pads, drainage fill and backfill to the lines and grades shown on the construction drawings. C. Work includes furnishing and installing geogrid soil reinforcement of the type, size, location, and lengths designated on the construction drawings. D. Contractor shall submit a Manufacturer’s certification, prior to start of work, that the retaining wall system components meet the requirements of this specification and the structure design. E. Owner shall provide soil testing and quality assurance during earthwork and wall construction operations. Owner’s quality assurance program does not relieve the contractor of responsibility for wall performance. DELIVERY, STORAGE AND HANDLING A. Contractor shall check all materials upon delivery to assure that the proper type, grade, color, and certification has been received. B. Contractor shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer’s recommendations. Damaged materials shall not be incorporated into the work. PRODUCTS DEFINITIONS A. Modular Unit: a concrete retaining wall element, machine made from Portland Cement, water, and aggregates. B. Structural Geogrid: a structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock, or earth and function primarily as reinforcement. C. Unit Drainage Fill: drainage aggregate which is placed within and immediately behind the modular concrete units. D. Reinforced Backfill: compacted soil which is placed within the reinforced soil volume as outlined on the plans. MODULAR CONCRETE RETAINING WALL UNITS A. Modular Concrete Units shall conform to the following architectural requirements: bond configuration: running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments. B. Modular concrete materials shall conform to the requirements of ASTM C1372 - Standard Specifications for Segmental Retaining Wall Units. C. Modular concrete units shall conform to the following structural and geometric requirements measured in accordance with appropriate references: compressive strength = 3000 psi minimum absorption = 8% maximum (6% in northwestern states) for standard weight aggregates dimensional tolerances = +1/8" from nominal unit dimensions not including rough split face, +1/16" unit height - top and bottom planes unit size = 75 lb. / unit inter-unit shear strength = 1500 plf minimum at 2 psi normal pressure geogrid/unit peak connection strength = 1000 plf minimum at 2 psi normal force D. Modular concrete units shall conform to the following constructability requirements: vertical setback = 6 - 12 Degree Batter alignment and grid positioning mechanism - connecting lugs maximum horizontal gap between erected units shall be - 1/2 inch BASE LEVELING PAD MATERIAL A. Material shall consist of a compacted clean crushed rock base or non-reinforced concrete as shown on the construction drawings. UNIT DRAINAGE FILL A. Unit Drainage Fill shall consist of clean 1" crushed rock meeting the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 1 inch 100 3/4 inch 75-100 No. 4 0 - 10 B. Drainage Fill shall be placed within cores of, between, and behind units a minimum distance of 12" as shown on the plans. REINFORCED BACKFILL A. Reinforced Backfill shall be free of debris and consist of a suitable granular material approved by the Geotechnical Engineer. B. Unsuitable soils for backfill (high plastic clays or organic soils) shall not be used in the backfill or in the reinforced soil mass. C. Contractor shall submit reinforced fill sample and laboratory test results to the Geotechnical Engineer for approval prior to the use of any reinforced fill material. GEOGRID SOIL REINFORCEMENT A. Geosynthetic reinforcement shall consist of geogrids manufactured specifically for soil reinforcement applications and shall be manufactured from high tenacity polyester yarn or high density polyethylene. Polyester geogrid shall be knitted from high tenacity polyester filament yarn with a molecular weight exceeding 25,000 meg/m and a carboxyl end group values less than 30. Polyester geogrid shall be coated with an impregnated PVC coating that resists peeling, cracking, and stripping. B. Long Term Design Strength of the geogrid material shall be at least 2,575 lbs/ft. (Miragrid 5XT or equivalent) C. Manufacturing Quality Control The geogrid manufacturer shall have a manufacturing quality control program that includes QC testing by an independent laboratory. The QC testing shall include: Tensile Strength Testing Melt Flow Index (HDPE) Molecular Weight (Polyester) DRAINAGE PIPE A. The drainage pipe shall be rigid perforated PVC pipe manufactured in accordance with ASTM D-3034. EXECUTION EXCAVATION A. Contractor shall excavate to the lines and grades shown on the construction drawings. The Geotechnical Engineer shall observe the excavation and approve prior to placement of leveling material or fill soils. Proof roll foundation area as recommended by the Geotechnical Engineer to determine if remedial work is required. B. Over-excavation and replacement of unsuitable foundation soils and replacement with approved compacted fill will be compensated as agreed upon with the Owner. BASE LEVELING PAD A. Leveling Pad material shall be placed to the lines and grades shown on the construction drawings, to a minimum thickness of 6 inches and extended laterally a minimum of 4" in front and behind the modular wall unit. B. Soil leveling pad materials shall be compacted to a minimum of 95% Modified Proctor density per ASTM D-1557-91. C. Leveling Pad shall be prepared to ensure full contact to the base surface of the concrete units. MODULAR UNIT INSTALLATION A. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. B. Place the front units side-by-side. Do not leave gaps between adjacent units. Layout of corners and curves shall be in accordance with manufacturer’s recommendations. C. Wall batter shall be 1H : 12V min. D. Place and compact drainage fill within and behind wall units. Place and compact backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structural backfill. E. Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed two courses. STRUCTURAL GEOGRID INSTALLATION A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. B. Geogrid reinforcement shall be placed at the strengths, lengths, and elevations shown on the construction design drawings or as directed by the Engineer. C. The geogrid shall be laid horizontally on compacted backfill and attached to the modular wall units. Place the next course of modular concrete units over the geogrid. The geogrid shall be pulled taut, and anchored prior to backfill placement on the geogrid. D. Geogrid reinforcements shall be continuous throughout their embedment lengths and placed side-by-side to provide 100% coverage at each level. Spliced connections between shorter pieces of geogrid or gaps between adjacent pieces of geogrid are not permitted. REINFORCED BACKFILL PLACEMENT A. Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and installation damage. B. Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compaction is used, or 8 - 10 inches where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density. C. Reinforced backfill shall be compacted to 95% of the maximum density as determined by ASTM D-1557-91. The moisture content of the backfill material prior to and during compaction shall be at or near the optimum moisture content. D. Only lightweight hand-operated equipment shall be allowed within 3 feet from the tail of the modular concrete unit. E. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. F. Rubber tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 MPH. Sudden braking and sharp turning shall be avoided. G. At the end of each day’s operation, the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face. The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. CAP INSTALLATION A. Cap units shall be glued to underlying units with an all-weather adhesive or as recommended by the manufacturer. AS-BUILT CONSTRUCTION TOLERANCES A. Vertical alignment: ±1.5" over any 10' distance B. Wall Batter: within 2 degrees of design batter C. Horizontal alignment: ±1.5" over any 10' distance Corners, bends, curves ±1 ft. to theoretical location D. Maximum horizontal gap between erected units shall be 1/2 inch FIELD QUALITY CONTROL A. The wall construction shall be observed by the Geotechnical Engineer on a full time basis. Testing of the compacted backfill shall be performed by the Geotechnical Engineer. B. As a minimum, quality assurance shall include foundation soil observation, soil and backfill testing, verification of design parameters, and observation of construction for general compliance with design drawings and specifications. _ _ Modular Block (12" Min.) 12" Min. Unit Drainage Fill (1" Clean Crushed Rock) Structural Reinforced Fill Zone 4" Diameter Perforated PVC Drain Pipe2" - 4" Leveling Pad (Crushed Rock) TYPICAL MODULAR BLOCK WALL DETAIL Not - To - Scale Fence or Guardrail (As Required per Plans) 2' Wall Height 6' Max. Geogrid Length L = 6' Geogrid Layer 1 Geogrid Layer 2 (etc.) 12" Min. NOTE: Wall Toe Backfill must be placed during or immediately after Wall Construction.Wall Batter 1H : 12V (Typ.) Geogrid (Miragrid 5 XT) 2'- 6" Min. Competent Subgrade (Geotechnical Engineer to Confirm) Traffic Surcharge (Where Applicable) Modular Block (12" Min.) 12" Min. 12" Min. Unit Drainage Fill (1" Clean Crushed Rock) Competent Cut 4" Diameter Perforated PVC Drain Pipe2" - 4" Leveling Pad (Crushed Rock) COMPETENT CUT GRAVITY WALL CONDITION Not - To - Scale Fence (As Required per Plans) Wall Height H 4' Max. NOTE: Wall Toe Backfill must be placed during or immediately after Wall Construction Wall Batter 1H : 12V (Typ.) 2'- 6" Min. Competent Subgrade (Geotechnical Engineer to Confirm) Loads and Structures Must be Setback at Least 1H:1V 1 1 04/05/2024 DEVELOPMENT ENGINEERING yqi 08/06/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MOUNTAIN VIEW GARDENS SHORT PLAT 2103 TALBOT ROAD S RENTON, WASHINGTON 98055 MOUNTAIN VIEW GARDENSDRS PROJECT NO. 22052MOUNTAIN VIEW GARDENSLUA23-000299C24-003193VERTICAL CLEARANCE ANALYSIS FIRE TRUCK ACCESS 0 0 HORIZONTAL VERTICAL 10 20 40 1 INCH = 20 FT. 10 20 40 1 INCH = 20 FT. T-431406TRO-41-4314DEVELOPMENT ENGINEERING yqi 08/06/2025 NOTE: THIS SHEET REPRESENTS THE APPROVED MAILBOX LOCATION ONLY. ROAD AND LOT LAYOUT DOES NOT REFLECT THE CURRENT DESIGN AND SHALL NOT BE TAKE FROM THIS PLAN. SEE SHEET C9 FOR MAILBOX INSTALLATION DETAIL. MB1 DEVELOPMENT ENGINEERING yqi 08/06/2025