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Home My WebLink Aboutfull plans adobe 11-17-24LOT 3 9010.13 SF LOT 69107.60 SF LOT 59110.81 SF TRACT A INGRESS, EGRESS, DRAINAGE, & UT I L I T Y LOT 4 9326.45 SF TRACT B TREE RETENTION 3329.08 SF LOT 1 9596.57 SF LOT 29055.25 SF ROW 12883.55 SF PA S C O P L A C E N E 10' UTILITY E A S E M E N T TRACT A 12,708 SF 12,708 SF SSMH RIM 529.3 IE 523.96 CB RIM 529.00 IE 525.40 CB RIM 528.98 IE 525.08 EX C O N C WA L K ON C KSC A P I N G SC A P I N G T VICINITY MAP &29(56+((7 1 R- 4 2 1 6 0 1 LEGAL BASIS OF BEARING REFERENCES VERTICAL DATUM NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 BASIN IMPERVIOUS AREAS: LOT 1 ROOF AND DRIVEWAY 4,000 SF LOT 2 ROOF AND DRIVEWAY 4,000 SF LOT 3 ROOF AND DRIVEWAY 4,000 SF LOT 4 ROOF AND DRIVEWAY 4,000 SF LOT 5 ROOF AND DRIVEWAY 3,600 SF LOT 6 ROOF AND DRIVEWAY 3,600 SF PASCO PLACE PAVE.0.16 ACRES ACCESS DRIVEWAY 0.136 ACRES SIDEWALKS 0.05 ACRES NE 8TH ST NEW 0.036 ACRES TRACT A 12,708 SF TRACT B 3,329 SF ROW 12,884 SF A. PROJECT NAME: RENTON HIGHLANDS SIZE: 84,070 SQ FT ADDRESS: 5815 NE 8TH ST RENTON PARCEL: 1123059068 B. ZONING DESIGNATION OF SITE AND ADJAECENT PROPERTIES- ZONING R-4 FRONT 30' REAR 25' SIDE COMBINED 20' MIN LOT WIDTH 70'MIN LOT WIDTH CORNER LOT 80' MIN LOT DEPTH 100'MAX NUMBER STORIES 3 CURRENT USE OF THE SITE AND ANY EXISTING IMPROVEMENTS VACANT LAND CURRENT USE OF THE SITE AND EXISTING IMPROVEMENTS SINGLE FAMILY RESIDENTIAL D. SPECIAL SITE FEATURES NO WETLANS, WATER BODIES, STEEP SLOPES IDENTIFIED. E. STATEMENT ADDRESSING SOILS TYPE AND DRAINAE CONDITIONS DETENTION POND AND DISPERSION PROPOSED AS A DRAINAGE SOLUTION F. PROPOSED USE OF PROPERTY AND SCOPE OF THE PROPOSED DEVELOPEMENT PROPOSED SINGLE FAMILY RESIDENTIAL PROPERTY PLEASE REFER THE SITE PLAN MAX WALL PLAT HT 24' IMPERVIOUS 50% MAX BUILDING COVER 35% 11/14/2024 SSMH RIM 529.3 IE 523.96 CB RIM 529.00 IE 525.40 CB RIM 528.98 IE 525.08 EX C O N C WA L K ON C SC A P I N G CA P I N G (;,67,1*6,7(&21',7,216 2 R- 4 2 1 6 0 1 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON SURVEYOR NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN JULY OF 2021. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3.THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4.SUBJECT PROPERTY TAX PARCEL NO. 112305-9068. 5.SUBJECT PROPERTY AREA PER THIS SURVEY IS 84,115 ±S.F. (1.93 ACRES) 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN TITLE RESOURCES GUARANTY COMPANY, COMMITMENT NO. 50000938-103, WITH AN EFFECTIVE DATE OF MAY 04, 2021 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7.EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. 11/14/2024 LOT 3 9010.13 SF LOT 69107.60 SF LOT 59110.81 SF TRACT A INGRESS, EGRESS, D R A I N A G E , & U T I L I T Y LOT 4 9326.45 SF TRACT B TREE RETENTION 3329.08 SF LOT 1 9596.57 SF LOT 29055.25 SF ROW 12883.55 SF PA S C O P L A C E N E 10' UTILITY EASEMENT TRACT A 12,708 SF 12,708 SF VAULT 52' W X 67' L 52' 67 ' 10' 12 . 2 ' CB 1 RIM 530.11 CB 2 RIM 529.6 CB 3 RIM 529.5 SF MH RIM 529.5 CB 4 RIM 529.08 SD PUMP MH RIM 530.10 12" CPEP & 3" FORCEMAIN 12" CPEP 12" CPEP 12 " C P E P FG 530.00FG 530.50 FG 530.00FG 530.50 FG 530.00 530 530 53 0 53 0 5 3 0 YD YD YD YD PROPOSED ROOF INFILTRATRION TRENCH 3FT WIDE X 45 FT LONG X 2FT DEEP 20 ' 20 ' 45'45' 90' 2 5 ' R 25' R 20 ' 6::33/$1 3 R- 4 2 1 6 0 1 THE 13 ELEMENTS OF A CONSTRUCTION SWPPP 1. Preserve Vegetation/Mark Clearing Limits: The clearing limits are indicated on the plan sheet. Furthermore, clearing and grading will be limited to only areas that need to be disturbed for grading/construction of the site and frontage improvements. Construction will require regarding the entire site. Field marking the clearing limits shall be completed prior to clearing and grading activities. BMP's: Preserve Natural Vegetation (VEG) 2. Establish Construction Access: Access to the construction site shall be limited to the rock construction entrance. The rock construction entrance shall be installed off of the Street to provide access to the construction vehicle/equipment staging and employee parking areas. BMP's: Rock construction entrance (CE) See detail sheet C9 3. Control of Flow Rates: Storm water detention: No detention is proposed for the site since the work should be completed in a short period of time. BMP's None Proposed 4. Installation of Sediment Controls: Sediment control will be provided through a combination of filtration through the surround on-site vegetation, or filter fence if required. , BMP's: Silt Fence (SF) Sediment Trap (ST) I 5. Soils Stabilization: Temporary and permanent soil stabilization will be provided. Temporary stabilization will be provided through the application of straw and/or plastic sheeting to exposed, worked earth. From October 1 until April 30, no exposed soil may remain exposed and unworked for more than two days; after May 1, no exposed soil may remain 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 and prevention 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 catch basins. BMP's: Inlet Protection (IP) See detail sheet (AS REQUIRED) 8. Stabilization of Channels and Outlets: All channel slopes shall be constructed and protected against erosion in accordance with County code. (None Required) 9. Pollutant Control: Pollutants shall be controlled through the on-site BMP's proposed above. 10.Dewatering Control: De-watering: Interception of the water table is expected to occur. (NOT REQUIRED) 11.BMP Maintenance: All BMP's and SWPPP elements shall be inspected daily and maintained as required. 12. Project Management: The project shall be managed in a cooperative effort by the project manager, contractor, engineer, and the county inspector. During the construction process, if unforeseen issues arise that cannot be resolved on site, construction activity (other than SWPPP maintenance) shall be halted and the owner's representative and the project engineer are to be contacted and informed of the situation. TBD 13. Protect on-site stormwater management bmps for runoff from roofs and other hard surface on-site stormwater management bmps used for runoff from roofs and other hard surfaces include: full dispersion, roof downspout full infiltration or dispersion systems, perforated stubout connections, rain gardens, bioretention systems, permeable pavement, sheetflow dispersion, and concentrated flow dispersion. the areas on the site to be used for these bmps shall be protected from siltation and compaction during construction by sequencing the construction in a fashion to install these bmps at the latterpart of the construction grading operations, by excluding equipment from the mps and the associated areas, and by using the erosion and sedimentation control bmps listed below. relevant bmp's bmp c102: buffer zone &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON 11/14/2024 LOT 3 LOT 6 LOT 5 TRACT A INGRESS, EGRESS, D R A I N A G E , & U T I L I T Y LOT 4 TRACT B TREE RETENTION LOT 1 LOT 2 ROW PA S C O P L A C E N E 10' UTILITY EASEMENT TRACT A VAULT 52' W X 67' L 52' 67 ' 10' 12 . 2 ' CB 1 RIM 530.11 CB 2 RIM 529.6 CB 3 RIM 529.5 SF MH RIM 529.5 CB 4 RIM 529.08 SD PUMP MH RIM 530.10 12" CPEP & 3" FORCEMAIN 12" CPEP 12" CPEP 12 " C P E P FG 530.00FG 530.50 FG 530.00FG 530.50 FG 530.00 530 530 53 0 53 0 5 3 0 YD YD YD YD PROPOSED ROOF INFILTRATRION TRENCH 3FT WIDE X 45 FT LONG X 2FT DEEP 20 ' 20 ' 45'45' 90' 2 5 ' R 25' R 20 ' % $ STOP CURB AND GUTTERS AND PROPERTY LINE CB RIM 528.90 20' DRIVEWAY 20' DRIVEWAY 20' DRIVEWAY SSMH RIM 529.3 IE 523.96 CB RIM 529.00 IE 525.40 CB RIM 528.98 IE 525.08 EX C O N C WA L K CO N C KDS C A P I N G DS C A P I N G T NE 8TH, LOT 4 AND LOT 1 FRONTAGE TO BE PAVED UPON RECEIVING APPROVAL FROM THE CURRANT OWNER EXISTING GRAVEL TO REMAIN AND PAVED WITH HMA *5$',1*$1''5$,1$*(3/$1 4 R- 4 2 1 6 0 1 NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 HOT MIX ASPHALT CLASS 1/2" 2" MIN. HOT MIX ASPHALT CLASS 1/2" 2" MIN. CRUSHED SURFACING BASE COURSE 8-1/2" MIN 0.02 FT/FT VERTICAL OR ROLLED CURB PR O P E R T Y 20' MIN 30' PRIVATE ACCESS TRACT 0.5' PR O P E R T Y INSTALL HAMMER HEAD TURN A ROUND (SEE DETAIL SHT 5) 10'10' 45 ' 45 ' 11/14/2024 EXISTING GROUND FINISHED SURFACE VA U L T IE 5 2 7 . 3 0 3 " F O R C E M A I N W/ D O W N T U R N E D E L B O W 3" FORCE MAIN 12" OVERFLOW PIPE EX C B RI M 5 2 9 . 0 0 IE 5 2 5 . 4 0 18 LF S=8.33 % 12"° CPEP 67250($6(0(17352),/(5 R- 4 2 1 6 0 1 NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 NE 8TH STREET PROFILE SCALES: HORZ: 1"=20' VERT 1"=2' LOT 4 LOT 1 10' UTILITY EASEMENT CB 1 RIM 530.11 YD YD YD 20 ' 20 ' 45'45' 90' 2 5 ' R 25' R 20 ' NE 8TH, LOT 4 AND LOT 1 FRONTAGE TO BE PAVED UPON RECEIVING APPROVAL FROM THE CURRANT OWNER EXISTING GRAVEL TO REMAIN AND PAVED WITH HMA 1(7+675((73/$1$1'352),/(6 R- 4 2 1 6 0 1 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON NE 8TH STREET 11/14/2024 ACCESS ROAD PROFILE SCALES: HORZ: 1"=20' VERT 1"=2' LOT 3 TRACT A INGRESS, EGRESS, DRAINAGE, & U T I L I T Y TRACT B TREE RETENTION LOT 2 ROW PA S C O P L A C E N E TRACT A VAULT 52' W X 67' L 52' 67 ' 10' CB 2 RIM 529.6 CB 3 RIM 529.5 SF MH RIM 529.5 12" CPEP 12" CPEP 12 " C P E P FG 530.00FG 530.50 FG 530.00FG 530.50 FG 530.00 530 53 0 5 3 0 YD ROOF ON 5 FT LONG $&&(6652$'3/$1$1'352),/(7 R- 4 2 1 6 0 1 R-421601 R-421601 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON 11/14/2024 PASCO PLACE NE PROFILE SCALES: HORZ: 1"=20' VERT 1"=2' EXISTING GRADE CENTER LINE EDGE OF ASPHALT CENTERLINE GRADE 8" SAN SEWER 12" STORM 52 5 . 9 8 E X F L O W L I N E A T N E W E D G E OF P A V E M E N T E A S T S I D E E Q U A L S CE N T E R O F N E W R O A D EX C B RI M 5 2 9 . 0 IE 5 2 5 . 4 0 NEW GUTTER FLOW LINE 8" DI WATER LO T 3 LO T 1 LO T 2 RO W PASCO PLACE NE AS E M E N T CB 1 RI M 5 3 0 . 1 1 CB 2 RI M 5 2 9 . 6 CB 3 RI M 5 2 9 . 5 CB 4 RI M 5 2 9 . 0 8 MA I N PE P 12 " C P E P 12" CPEP FG 5 3 0 . 0 0 YD YD YD 20' 20' 45 ' 45 ' 90 ' 25' R 2 5 ' R NE 8 T H , L O T 4 A N D L O T 1 F R O N T A G E TO B E P A V E D U P O N R E C E I V I N G AP P R O V A L F R O M T H E C U R R A N T OW N E R E X I S T I N G G R A V E L T O R E M A I N AN D P A V E D W I T H H M A 3$6&23/$&(3/$1$1'352),/(8 R- 4 2 1 6 0 1 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON 11/14/2024 INSIDE DIMENSIONS 67' LONG X 54' WIDE BY 7' DEEP SE 1/4, SEC. 15, T. 18 N., R. 1 W., W.M. THURSTON COUNTY WASHINGTON &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 DETENTION VAULT 911/14/2024 ',$',3,3()/[3(:0(*$/8* *$/9$1,=('*8,'(5$,/ :*8,'(%5$&.(76&21(5<25(48$/ )25&(0$,1 5('8&('2:1 726&+' 2876,'(0+ ',726&+'$'$3725 )25&(0$,1 5('8&('2:1 726&+' 2876,'(0+ ',72 6&+'$'$3725 3,3($1'),77,1*6&+('8/( 6((0$18)$&785(56 63(&,),&$7,216 )25(/(&75,&$/ (48,5(0(176 ',$ 0$1+2/( %2/73/$7(72 0+:$//:L $1&+25%2/76 Z$/80 73/$7( %277202)7$1.(/(9)7 +,*+:$7(5 ',6&+$5*(*30 3803)/2$721(/(9 ',6&+$5*(*30 <5)/2:*30 5,0 &211(&725 3527(&7,9(&$%/(6+528' 675$,15(/,()&25' $/$50(/(9 )/2$7%27+3803621(/(9 3803)/2$721(/(9 38032)) 3803V2))(/(9 %6(&7,21 $6(&7,21 /$''(5+$1*(5 '225/2&$7,21 7239,(: 3/$1 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 PUMP STATION 10 NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON 11/14/2024 127(6$1''(7$,/6 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 '(7$,/6 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 '(7$,/6 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 '(7$,/6 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 '(7$,/6 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 LOT 3 9010.13 SF LOT 69107.60 SF LOT 59110.81 SF TRACT A INGRESS, EGRESS, DRAINAGE, & U T I L I T Y LOT 4 9326.45 SF TRACT B TREE RETENTION 3329.08 SF LOT 1 9596.57 SF LOT 29055.25 SF ROW 12883.55 SF PA S C O P L A C E N E 10' UTILITY EASEMENT TRACT A VAULT 52' W X 67' L 52' 67 ' 10' 12 . 2 ' FG 530.00FG 530.50 FG 530.00FG 530.50 FG 530.00 530 530 53 0 53 0 5 3 0 PROPOSED ROOF INFILTRATRION TRENCH 3FT WIDE X 45 FT LONG X 2FT DEEP 20 ' 45'45' 90' 2 5 ' R 25' R 20 ' EX SSMH-7 RIM 529.3 IE 523.96 8" OUT IE 524.06 8" IN CONTRACTOR TO VERIFY TIE INTO EX 8" STUB OUT SSMH 1 SHALLOW STA 0+56 14.2 LT RIM 530.XX IE 524.35 8" OUT IE 525.25 8" IN SSMH 2 SHALLOW STA 2+11 14.2' LT RIM 530.75 IE 525.10 8" OUT 0+50 6"SS CO CO CO CO CO6" PVC SS S=1.0% 6" PVC SS S=1.0% 8" P V C S E W E R 8" P V C S E W E R 0+40 6"SS 1E 524.55 0+39 6"SS 1E 524.50 1+47 6"SS 1+35 6"SS 6" PVC SS S=1.0% 10' SEWER EASEMENT CO CO 0+69 6"SS CO 1E 526.55 SSMH RIM 529.3 IE 523.96 CB RIM 529.00 IE 525.40 CB RIM 528.98 IE 525.08 EX C O N C WA L K X C O N C WA L K AN D S C A P I N G AN D S C A P I N G AL T 6(:(53/$1 S1 R- 4 2 1 6 0 1 R-421601 R-421601 NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 2 INSTALL FIRE DEPARTMENT ACCESS GATE 11/14/2024 PASCO PLACE NE PROFILE SCALES: HORZ: 1"=20' VERT 1"=2' EXISTING GRADE CENTER LINE EDGE OF ASPHALT CENTERLINE GRADE 8" SAN SEWER 12" STORM 52 5 . 9 8 E X F L O W L I N E A T N E W E D G E OF P A V E M E N T E A S T S I D E E Q U A L S CE N T E R O F N E W R O A D EX C B RI M 5 2 9 . 0 IE 5 2 5 . 4 0 NEW GUTTER FLOW LINE 8" DI WATER 6(:(5352),/(S2 2 R- 4 2 1 6 0 1 R-421601 R-421601 NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 6(:(5'(7$,/6 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 6(:(5'(7$,/6 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 24-000078 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 11/14/2024 VAULT 52' W X 67' L 52' 67 ' 10' 12 . 2 ' FG 530.00FG 530.50 FG 530.00FG 530.50 FG 530.00 530 530 53 0 53 0 5 3 0 PROPOSED ROOF INFILTRATRION TRENCH 3FT WIDE X 45 FT LONG X 2FT DEEP 20 ' 20 ' 45'45' 90' 2 5 ' R 25' R 20 ' 10' SEWER EASEMENT STA 3+11 4' LT TIE INTO EX 8" WATER WITH TAPPING TEE 1-8" GV FLGXFLG 1-8" SPOOL FLG X PE (3FT) 1-8" COUPLING ADAPTER 1-CONC BLOCK STA 1+18 20' LT 1-FIRE HYDRANT ASSEMBLY 1-8" GV (FLGXMJ) 1-8" 8"X6" TEE (MJXFLGXMJ) 1-CONC BLOCK 19 3 L F 8 " D I W A T E R 66 L F 8 " D I W A T E R 65 L F 8 " D I W A T E R STA 0+52 4' LT 1-22-1/2 DEG BEND MJ 1-CONC BLOCK STA 0-09 1-11-1/4 DEG BEND MJ 1-CONC BLOCK REMOVE PLUG AND TIE INTO EX 8" DI WATER SSMH RIM 529.3 IE 523.96 CB RIM 529.00 IE 525.40 CB RIM 528.98 IE 525.08 EX C O N C WA L K EX C O N C WA L K LA N D S C A P I N G LA N D S C A P I N G EX AS P H A L T LOT 3 9010.13 SF LOT 69107.60 SF LOT 59110.81 SF TRACT A INGRESS, EGRESS, DRAINAGE, & U T I L I T Y LOT 4 9326.45 SF TRACT B TREE RETENTION 3329.08 SF LOT 1 9596.57 SF LOT 29055.25 SF ROW 12883.55 SF PA S C O P L A C E N E 10' UTILITY EASEMENT TRACT A NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON WA T E R P L A N SA Z E I D E S I G N G R O U P , L L C 66 0 8 1 1 0 T H A V E . N . E . KI R K L A N D , W A . 9 8 0 3 3 TE L . ( 4 2 5 ) 2 1 4 - 2 2 8 0 FA X . ( 4 2 5 ) 8 8 9 - 6 8 8 7 RE N T O N H I G H L A N D S S H O R T P L A T 58 1 5 N E 8 T H S T R E N T O N P A R C E L : 1 1 2 3 0 5 9 0 6 8 KI N G C O U N T Y W A T E R D I S T R I C T 9 0 VICINITY MAP LEGAL PROJECT NAME: RENTON HIGHLANDS SIZE: 84,070 SQ FT ADDRESS: 5815 NE 8TH ST RENTON PARCEL: 1123059068 11/14/2024 :6 NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON WA T E R D E T A I L S SA Z E I D E S I G N G R O U P , L L C 66 0 8 1 1 0 T H A V E . N . E . KI R K L A N D , W A . 9 8 0 3 3 TE L . ( 4 2 5 ) 2 1 4 - 2 2 8 0 FA X . ( 4 2 5 ) 8 8 9 - 6 8 8 7 RE N T O N H I G H L A N D S S H O R T P L A T 58 1 5 N E 8 T H S T R E N T O N P A R C E L : 1 1 2 3 0 5 9 0 6 8 KI N G C O U N T Y W A T E R D I S T R I C T 9 0 11/14/2024 :6 NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON WA T E R D E T A I L S SA Z E I D E S I G N G R O U P , L L C 66 0 8 1 1 0 T H A V E . N . E . KI R K L A N D , W A . 9 8 0 3 3 TE L . ( 4 2 5 ) 2 1 4 - 2 2 8 0 FA X . ( 4 2 5 ) 8 8 9 - 6 8 8 7 RE N T O N H I G H L A N D S S H O R T P L A T 58 1 5 N E 8 T H S T R E N T O N P A R C E L : 1 1 2 3 0 5 9 0 6 8 KI N G C O U N T Y W A T E R D I S T R I C T 9 0 11/14/2024 LOT 3 9010.13 SF LOT 69107.60 SF LOT 59110.81 SF TRACT A INGRESS, EGRESS, D R A I N A G E , & U T I L I T Y LOT 4 9326.45 SF TRACT B TREE RETENTION 3329.08 SF LOT 1 9596.57 SF LOT 29055.25 SF ROW 12883.55 SF PA S C O P L A C E N E 10' UTILITY EASEMENT TRACT A VAULT 52' W X 67' L 52' 67 ' 10' 12 . 2 ' FG 530.00FG 530.50 FG 530.00FG 530.50 FG 530.00 530 530 53 0 53 0 5 3 0 PROPOSED ROOF INFILTRATRION TRENCH 3FT WIDE X 45 FT LONG X 2FT DEEP 20 ' 45'45' 90' 2 5 ' R 25' R 20 ' 75((3/$1 1 R- 4 2 1 6 0 1 &,7<2)5(1721 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5(1721+,*+/$1'6 6+2573/$7 5( 1 7 2 1 + , * + / $ 1 ' 6 6 + 2 5 7 3 / $ 7 7( ' ; ; ; ; ; ; .2 9 $ & 6 / 2 7 6 + 2 5 7 3 / $ 7 6+ ( ( 7 1 8 0 % ( 5 LUA 23-XXXXXX SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 214-2280 FAX. (425) 889-6887 NW 1/4 OF THE SW 1/4 OF SECTION 11, TWN 23 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON 11/14/2024