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HomeMy WebLinkAboutR-418301III 00 T 1 1 Q 0 LEGEND PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM n- (ILLl N F0°"° °°"°BETE MONUMENT I SIGN AS NOTED ON PLANS EXISTING UTILITY NOTE: GREEN'S LANDING SHORT PLAT B MAILBOX "UTILITY POLE WITH LUMINARE OR WATER METER EL FIRE HYDRANT WATER VALVE ® CATCH BASIN ® CATCH BASIN TYPE 2 Oo c UTILITY BOX AS NOTED ON PLANS O WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION - W - APPROX. WATER LINE LOCATION LOCATION OF EXISTING UTILITIES SHOWN. IF ANY. IS APPROXIMATE & MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION & DEPTH OF ALL UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED 'WHIN A REASONABLE TIME PRIOR TO 111E START OF CONSTRUCTION. SURVEY NOTE: EXISTING SURVEY FEATURES, BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, BASED UPON INFORMATION FURNISHED BY ME OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE TH RELIABLE, PITTMAN ENGINEERING CANNOT ENSURE THE ACCURACY & THEREFORE IS NOT RESPONSIBLE FOR E ACCURACY OF DATA OR INFORMATION PROVIDED BY OTHERS, OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT EXISTING TREE NOTE: EXISTING TREES ONSITE ARE TO BE REMOVED PER THE APPROVED TESC & TREE PROTECTION PLAN FOR THIS PROJECT. PROPOSED TREE NOTE: SEE LANDSCAPING PLAN FOR PROPOSED TREE PLANTING Sc OMER LANDSCAPING FEATURES BUILDING SETBACK BSBL% NOTE: BENCHMARK CITY OF RENTON CONTROL PT. W 1851 FOUND 3 1/2" DOMED BRASS DISC WITH A PUNCH ON CONCRETE STREET SURFACE AT THE CENTERLINE OF NE 4M ST (SE 128TH ST) 18.]5' E. OF N 1/4 CDR OF SECBON 15-23-5. ELEVATION = 398.55 FEET VERTICAL DATUM NAND 88 LEGAL DESCRIPTION THE EAST 35 FEET OF LOT 3 AND ALL OF LOT 4, KING COUNTY SHORT PLAT NO. 881050, AS RECORDED JANUARY 22. 1982 UNDER RECORDING NO. 8201220536. RECORDS OF KING COUNTY. WASHINGTON. TOGETHER WT1H TIRE EAST 30 FEET OF THE SOU1H HALF OF TIRE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M., IN KING COUNTY, WASHINGTON. STRUCTURAL NOTE S - _SD_ APPROX. STORMWATER LINE LOCATION NAME 1988 (CITY OF RENTON) -SSS-SS- APPROX. WASTEWATER LINE LOCATION ADDITIONAL SURVEY NOTE SETBACKS: FRONH2O'; REAR:20'; SIDE:9; SIDE ADJ. TO STREET:15' ALL WALLS OVER FOUR FEET (4') IN HEIGHT SHALL BE DESIGNED BY OTHERS & SHALL - E - APPROX. OVERHEAD UTILITY LINE LOCATION FIRE SPRINKLER REQUIRED LOT 2 & 3 BE APPROVED BY THE CITY OF RENTON UNDER A SEPARATE BUILDING PERMIT. 0 EXISTING ASPHALT PAVING BOUNDARY AND TOPOGRAPHY NOTE: THE ON -SITE BOUNDARY AND TOPOGRAPHICAL MAPPING WAS PROVIDED BY Q EXISTING CONCRETE CENTRE POINTE CONSULTANTS, INC. SEE THIS SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN HEREON. NEW HOMES ON LOTS 2 & 3 SHALL BE FULLY FIRE SPRINKLERED J ,c"Sr_-.� EXISTING GRAVEL I I II� - PROPOSED STORM DRAIN B ECLAN (AKA I o -PROPOSED SANITARY SEWER MAIN ! -PROPOSED WATER MAIN BECLAN PLACE) I 17 16 TR. A i 11 F PROPOSED ASPHALT PAMNG VOL. 262, PG. 43-45 APN #0642150170 APN #0642150160 APN N0642150310 ® PROPOSED GRIND & OVERLAY PAMNG 18 PROPOSED CONCRETE APN N 642150180 b C`P ■ PROPOSED CATCH BASIN OR YARD DRAIN PROPOSED CATCH BASIN TYPE 2 �� PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT HOQUIAM AVE. NE z B PROPOSED WATER METER - _ - m a PROPOSED SIGN 00 PROPOSED USES NDCBU A= b�GR�T z (REM.) TO BE REMOVED $ dle Q (REQ TO BE RELOCATED _J MWSELMAXIMUM WATER SURFACE ELEVATION WOSEL WATER QUALITY WATER SURFACE ELEV. _ 6+50 J+00 ]+50 8+50 N 00'28'08' E 328,64' 9+00 9+50 ' TYP).TYPTYPICAL ` (E LNE 8W TA4,NW 1/4. 1A m 15-23-5) z P PAVEMENT ELEVATION a RM DEDICATION R=s5oo' W TO TOP OF CURB ELEVATION FNNi 6 NAY M ff DDIICAND TO OT' OF ROTOR 0=9t'O6'36' W fN G GUTTER ELEVATION 10,126f?4. FT L=39.75' s C CONCRETE ELEVATION _ T=25.49' KRX NF z N V) h O 0 a U � N LIJ � O J�("" N C. D. 5 88'22'19' E 2623.83' (cityit 1 record) l0 1852 Noll of beONngs) SEAS MD. Y (S 88'22'19" E 2623.83' -city recortl) BRASS SURFACE DISK S 88'21'13" E 2642.69' (I/4 cor to sec cor) (SEPT 2007))J) 660.67' 3 660.67' 1321.34• 18 ]5' CITY /1851 .S 8546'43" Eon m NE COR SEC MD. 2 1/2' 0 - m n CITY ♦Y 1852 BRASS r Na MD 3"BRASS SURFACE DICK m 3 SURFACE DISK (SEPT 200])) 661.26' N 8623'15" W o (SEPT 200]) m 661.26' '05 81 E 661,55' n w 661,85' 1323+69' 3 661.85' N 88'25'16a o 3 ; 00 N alb ^_I„ 0 EX. CiR OF . 66302' 663.02' 1326,04' _ SEC. FAO. 5 BT29'19' E 3652.OB' IN NON N CASE SEPT 200] ( ) SECTION BREAK DOWN NTS CITY enn O DEVELOPMENT ENGINEERING DIVISION APPROVED 06/25/2021 msippo CWI P WYWrNNIW OqN BMx� Yw I1Al 1-800-424-5555 u•.W IAdwpanN La4xWan c41Nx mArtJD,gLWA) STAMP NOT VALID T Z�J 80.04' 8.00' 10' LANDSCAPE I BUFFER m._ m 1 10 PVT SIDE SEWER EAMINE l o I 11 OVER UOT& LO Z E MEET BE LOT 1CS a I 20' Try BSBL LOT 1 20 M4 E SD. FT S 1 m I BSBL n � I _ _`__ _____ 5' BSBL -0 3V BSBL PH PHm z PC h 1 20' 20' o I0 BSBL BSBL I LOT 2 T - - 5,983 S % F1. al I ------------------------- V BSBL 90.56' 'cam 10' B0.00' S8.00' 3].12' __ _ `m BUFFER inm -_----_______ -PE oN - ---------- I CHNOI �m ` AgNTONAL RI BE OEgCA LED TO _q_lY_OF RENTON APrvLb1523059219i----- oR-25.00' ID PVT. 510E YY&R fASEMNI �91'06'36" OVER LOT 4 FOR THE BENEFIT 11 ' OF LOT 3 & LOT 4 L=39J5 III I T=25.49' 20 LOT 4 BsedIcH LOT 5 I LOT 6 15 O w BSBL 5.300 t SO. FT ? 4,899 S SO R. m 5.066 f SO R By4EIL lad ICE 2' ADDI((TIONAL RKpli OF WAY 10' 1 a m rn In IELFPHl1NE� SEMENTSSTODEDICATED8 III e m BASTING POWER PART m 5 'Il4 I I In I- I Igo 80.00' S BSBL ---------------------� m I I I bin bin I I 0 8.00' B.O�C 0 58.00' 61.05' WEST Ul LOT 4 5'1NlOSCPPE BUFTFF KINpLA�T NO 8050� III- _ F______ _________________ r o I BSBL BSBL T ICI I_I1 I�1IT N oo•3r1a' EII z98.]1 III TI{. k1 II I LOT 3 IFFTgBwI III 6859450. FT 11 _ Tj_E I III I I I I I I I I I I I I � 5' BSBL m 6' W000 FENCE N 0031'14" E 296.68' 6' WOOD FENCE `o N 00'31'14" E 328.69' LOT 3 flo CITY OF RENTON CONDITIONS OF APPROVAL (4/2021) APN N1523059218 z L A DETAILED LANDSCAPE PLAN MEETING THE REQUIREMENTS OF RING 4-8-120D.12 SHALL BE SUBMITTED AT ME TIME OF CONSTRUCTION a PERMIT REVIEW FOR RENEW & APPROVAL BY THE CURRENT PLANNING MANAGER. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO, A 10-FOOT ON -SITE LANDSCAPE STRIP ALONG ALL STREET FRONTAGES & A MINIMUM 15-FOOT PERIMETER LANDSCAPE BUFFER AROUND THE STORMWATER DETENTION TRACT. 2. A HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED TO MAINTAIN ALL COMMON IMPROVEMENTS WITHIN THE SHORT PLAT. DRAFT CC & RS FOR THE HOMEOWNERS ASSOCIATION SHALL BE SUBMITTED TO TIE CITY FOR REVIEW & APPROVAL AT TIE TIME OF CONSTRUCTON PERMIT REVIEW. PLANTING OF A MINIMUM OF 18 MINIMUM 2-INCH CALIPER REPLACEMENT TREES & A MINIMUM OF TWO TREES PER 5,000 SQUARE FEET OF LOT AREA FOR COMPLIANCE WITH THE MINIMUM TREE DENSITY REQUIREMENTS. ANY REPLACEMENT TREES THAT ARE NOT REQUIRED FOR COMPLIANCE WITH AN INDIVIDUAL LOTS MINIMUM TREE DENSITY SHALL BE PLANTED WITHIN THE STORMWATER DETENTION TRACT & THE STORMWATER DETENTION TRACT (TRACT B) SHALL BE RENAMED TO A STORMWATER DEMNTION/TREE RETENTION TRACT 4. ADDITIONAL INFILTRATION TESTS SHALL BE DONE ON THE SITE WHERE INFILTRATION BMPS ARE PROPOSED. IF THE INFILTRATION TESTS DO NOT PROVIDE INFORMATION THAT THE REQUIRED MINIMUM INFILTRATION RATE IS AVAILABLE AT THE PROPOSED FULL INFILTRATION BMP 5. A CEASED UTILITY PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW SHOWING ME REQUIRED 8-INCH DIAMETER SEWER MAIN EXTENSION ALONG ME ENTIRE NE 2ND ST FRONTAGE FROM THE EXISTING SEWER MANHOLE LOCATED AT THE INTERSECTION OF HOQUTAM AVE NE & NE 2ND ST. TO PROVIDE FUTURE SERVICE TO PROPERTIES LOCATED UPSTREAM. THE CEASED UTILITY PLANS SHALL BE SUBMITTED TO TIE PLAN REVIEW AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR RENEW & APPROVAL. 6. TIRE STORMWATER VAULT SHALL BE LOCATED ENTIRELY BELOW GRADE. ANY PROPOSAL TO CONVERT THE PROPOSED STORMWATER VAULT WITHIN THE STORM DRAINAGE TRACT TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-08fil T LITCHFIELD ENGINEERING 12$40 $1ST AVENUE NE 4 CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL tit Kirkland Washington 98034 3 CONSTRUCTION PLAN REASIONS/NEW OWNER SUBMITTAL KAL TEH251821-5038 Fax (425) 821-5739 2 REVISED PER CITY REDLINE COMMENTS KAL 1 CONSTRUCTION PLAN HOT CITY SUBMITTAL KAL e � o SON o LOOn SHEET INDEX 1, COVER SHEET 2. CLEARING &CONSTRUCTION EROSION CONTROL PLAN 3. GRADING PLAN 4. ROAD & DRAINAGE CONTROL PLAN 1 5. ET PLAN N N 6. STREET STREET PROFILES 'x } ]. DETENTION/ WATER QUALITY VAULT DETAILS &STORM DRAIN NOTES R 8, CITY OF RENTON STANDARD DETAILS - 1 9, CITY OF RENTON STANDARD DETAILS - 2 1 SANITARY SEWER PLAN r. b 11, SANITARY SEWER PROFILE & DETAILS 12, KING COUNTY WATER DISTRICT 90 WATER PLAN 13, 3. KING COUNTY WATER DISTRICT /90 WATER PROFILE &DETAILS 6s n6 14, L-1 LANDSCAPE PLANPIC y 15, L-2 TREE RETENTION & REPLACEMENT PLAN b 16, L-3 LANDSCAPE DETAILS & NOTES 17. IL-1 ILLUMINATION PLAN 19. 18, IL-2 ILLUMINATION PLAN 19, IL-3 ILLUMINATION PLAN Copy1 l © 2000 Litchfield Engineering. Inc. All Lights resew. N0. REVISION BY I DATE I APPR M•.. aVERTICAL Food Im "'a"'n DIESIG�ED, AS NOTED CITY OF HAL o� DRuft RENTON '^KAL CHICKEN, �� DATUM HAD Planning/Building/Public Works Dept. IF NOT ONE INCH SE'll ACCORDINGLY 661 PROJECT CONTACT LIST: OWNER/DEVELOPER: PACIFIC CREST REALTY ADVISORS, LLC AS GENERAL RECEIVER FOR XAVIER CROSSING, DEC M 10900 HE 4TH STREET, SUITE 2300 BELLEVUE. WASHINGTON 98004 LO CONTACT: SID CONSTANTINESCU O PHONE: (425) 462-6372 Q ARCHITECT H+BIT COLLABORATIVE. LIDO O 2562 DEXTER AVENUE N. O KIRKLAND, WASHINGTON 98034 CONTACT: MICHAEL HOFFMAN, A.I.A. T PHONE: (206) 545-0700 (\1 CIVIL ENGINEER: UTCHFIELD ENGINEERING 12840 81ST AVENUE N.E. SEATTLE. WASHINGTON 98109 CONTACT: KEITH LITCHFIELD. P.E. J PHONE (425) 821-5038 GEOTECHNICAL ENGINEER: THE RILEY GROUP, LLC 17522 BOTHELL WAY NE BOTHELL. WA 95011 CONTACT: DAVID BAUMGARTEN. L.H.G. PHONE: (425) 415-0551 SURVEYOR: CENTRE POINTE CONSULTANTS. INC. 14209 29M STREET E, SUITE 105 SUMNER, WA 98390 STEW WOODS, P.L.S. PHONE: (253) 857-5454 ARBORIST: GREENFOREST, INC. 4547 S. LUCILE ST. SEATTLE. WA 98118 PHONE: (206) 723-0656 LANDSCAPE ARCHITECT: ROOT OF DESIGN 7104 265M STREET NW STANWOOD, WA 98212 CONTACT' DEAN PETERSON PHONE: (206) 491-9545 TRANSPORTATION ENGINEER: TRAFFEX 11410 HE 124TH STREET 0590 KIRKLAND WA, 98034 CONTACT: LARRY HOBBS, P.E. PHONE: (425) 522-4188 Im.ITY CONTACT LIST: SANITARY SEWER: CITY OF RENTON WATER: KING COUNTY WATER DISTRICT #90 ELECTRIC: PUGET SOUND ENERGY PHONE: 1-800-321-4123 GAS PUGET SOUND ENERGY PHONE: 1-800-321-4123 SITE DATA: (V 0 _ on `i SITE ADDRESS: 5008 HE ONE STREET U z RENTON, WA 98058 O a TAX ACCOUNT NO.: 1523059218 LLI ZI GROSS SITE AREA(SURVEY} 50,5345 SF / 1.16T ACRES PUBLIC R/W DEDICATION: 10,7262 SF / 0252 ACRES NET SIM AREA(SURVEY): 39,8082 SF / DANCE ACRES PROPOSED LOTS: 6 ZONING: SR-8 MAXIMUM IMPERVIOUS AREA ALLOWED ON LOTS: 65% PER ZONING LOT 1, MAX. IMPERVIOUS AREA= 3.888 SF /0.082 ACRES SA LOT 2. MAX. IMPERVIOUS AREA= 3.808 SF /0.092 ACRES •pN LOT 3. MAX. IMPERVIOUS AREA= 3.445 SF /0.092 ACRES 10 LOT 4. MAX. IMPERVIOUS AREA- 3.184 SF /0.082 ACRES \0j35 LOT 5, MAX. IMPERVIOUS AREA- 3.305 OF /0.072 ACRES Y„ LOT 6, MAX, AREA- },}OS SF /0.082 ACRES GS ONOUS EXISTING BUILDINGS 5 EXISTING BUILDINGS TO BE: REMOVED: 5 DISTURBED AREA SI : 50,5343 SF/ 1.163 ACRES IN DISTURBED AREA IN FRONTAGE 5,9053 SF/ 0.142 ACRES 0 ,a TOTAL DISTURBED AREA 56,4353 SF/ 1.303 ACRES o GRAPHIC SCALE J n 20 0 10 20 J OIL SCALE IN FEET NC "=2B F_ N COMPLIANCE WITH CITY OF RENTON STANDARDS Ir O _I V z 0 z J WTI4-23-21 GREEN'S LANDING SHORT PLAT In 5008 NE 2ND STREET heel - z W OMN NO w COVER SHEET"" SHOT. 016 0 R-418301