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HomeMy WebLinkAboutzS-4275setv KEN 114 YD ALE k7r E: VV kY ICENN YDA L E GA TEWA Y L L C 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 Cl VIL CONSTRUCT/ON PLANS HORIZONTAL DA TUM NAD 83/91 PER CITY OF RENTON CONTROL POINTS 1834 AND 1893 VERTICAL DATUM NA VD 88 PER CITY OF RENTON CONTROL POINT 2100 REFERENCES SEE SHEET C1.02 LEGAL DESCRIPTION SEE SHEET C1.02 EXCEPTIONS CONTAINED INA TITLE SEE SHEET C1.02 NOTES SEE SHEET C1.02 CONDITION OF APPROVAL: `I )A KING COUNTY SPECIAL USE PERMIT (SUP) IS REQUIRED PRIOR TO CONSTRUCTION OF THE ROUNDABOUT AT THE INTERSECTION OF 43RD STREET AND LAKE WASHINGTON BLVD N. A COPY OF THE ISSUED PERMIT SHALL BE PROVIDED TO DEVELOPMENT ENGINEERING PROJECT MANAGER. SITE INFORMA T/ON ASSESSORS PARCEL NUMBERS - SITE ADDRESS - TO TA Z SITE AREA: ZONING. GROSS SITE AREA: MIN ALLOWED DENSITY MAX ALLOWED DENSITY - PROPOSED UNITS.• PROPOSED /MPERV/OUS SURFACE. UTILITY PROVIDERS.- WATER SANITARY SEWER STORM DRAINAGE POWER & GAS GRADING 3224059049 1310, 1321 & 1331 NE 43R0 ST RENTON, WA 338, 215 SF (7.76 ACRES) COR 338, 215 SF (7.76 AC) 30 DU/NET AC 50 DU/NET AC 378 UNITS 5.73 AC CITY OF RENTON CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY CUT 3, 759 CY FILL: 3, 304 CY NET 455 CY CUT OWNER KENNYDALE GA TEWA Y LLC 505 5TH A I/ENUE S, SUITE 900 SEATTLE, WASH/NGTON 98104 CONTACT BRANDON MORGAN PHONE- (206) 342-2000 ENGINEER/PLANNER/SURVEYOR/ CORE DESIGN INC. 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASH/NGTON 98011 CONTACT MATT STEFANSSON, P.E. - ENGINEER CONTACT GLENN SPRAGUE, P. L. S. - SURI/EYOR CONTACT CAFE HERUAVSEN - PLANNER PHONE • (425) 885-7877 GEOTECHNICAL ENGINEER HART CROWSER, INC. 3131 ELL/OTT AVf,, SUITE 600 SEATTLE, WA 98121 CONTACT GARRY HORV/TZ, P.E. PHONE- (206) 324-9530 ARCHITECT HENSLEY LAUK/N RACHEL, INC. 14881 QUORUM DR. SUITE 1550 DALLAS, TX 75254 CONTACT L OR/ OBEYESEKERE PHONE- (972) 726-9400 LANDSCAPEARCHITECT BERGER PARTNERSHIP 1927 POST ALLEY, SUITE 2 SEA TTLE, WA 98101 CONTACT LAURA LANEY PHONE- (206) J25-6877 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/2 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 z- 3 95% CD'S DJL 5/15/27 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/z- NO. I REVISION I BY I DATE SHEET INDEX CORE DESIGN 1 C1.01 2 C1. 02 3 C1. 03 4 C1. 04 5-8 C1.05-C1.08 9 C1. 09 10-13 C2.01-C2.04 14 C2.31 15 C2.32 16-19 CJ OI-CJ 04 20 C3.31 21-22 C3. 32-CJ JJ 23--26 C4. 01-C4. 04 27-29 C4.21-C4.23 30-37 C4.31-C4.38 38-41 C5. 01-05. 04 42-43 C5.21-05.22 44-45 C5.31-05.32 46-47 C5.33-05.34 48 L 1.01 TENW 1 PM-01 2 PM-02 3 SG-01 4 SG-02 5 SG-03 6 SG-04 7 SG-05 8 /L -01 9 /L -02 10 /L -03 11 /L-04 12 PC-01 13 PC-02 14 FB-01 15 FB-02 16 FB-03 BERGER 1 L0.00 2 L1.00 3-14 L1.01-L1.12 15-18 ZJOI-ZJ04 19 L4.00 20-JI L4.01-L4.12 32 L 4.13 33 L5.01 34-36 L6.01-L6.03 HLR 1 E101 2 E200 SE 76TH ST 0� �0 tiV �P N 42N0 PL SITE NGTON W p,SN -40 Q N 4OTH ST = = NE 40TH ST Q �P COVER SHEET EXISTING COND/T/ONSITOPOGRAPHIC SURVEY ERC/HEX CONDITIONS OF APPROVAL HORIZONTAL CONTROL PLAN SITE PLAN COMPOSITE UTILITY PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL NOTES & DETAILS TEMPORARY EROS/ON & SEDIMENTATION CONTROL DETA/LS GRADING PLAN ROAD SECTIONS GRADING DETAILS ROAD & STORM DRAINAGE PLAN ROAD & STORM DRAINAGE PROFICES ROAD & STORM DETAILS WASTEWATER & WA TER PLAN WASTEWA TER & WA TER PROF/LES WASTEWATER STANDARD DETAILS WATER STANDARD DETA/LS TREE RETENT/ON PLAN PA I/EMENT MARK/NG PLAN PA I/EMENT MARK/NG PLAN SIGNING PLAN SIGNING PLAN SIGNING DETAILS PA I/EMEN T MARK/NG & SIGNING DETA/LS PA I/EMEN T MARK/NG & SIGNING DETA/LS ILLUM/NAT/ON PLAN ILLUM/NAT/ON PLAN ILLUM/NAT/ON DETA/LS ILLUM/NAT/ON DETA/LS PHOTOMETRIC CALCULATIONS PHOTOMETRIC CALCULATIONS RRFB PLAN RRFB D-TA /LS RRFB DETAILS OVERALL PLAN LANDSCAPE NOTES AND LEGENDS MA TER/ALS PLAN DETAILS PLANT/NG NOTES AND SCHEDULES PLANT/NG PLAN SHOREL/NE BUFFER ENHANCEMENT PLAN PLANT/NG DETAILS IRR/GAT/ON PLAN SITE PLAN PHOTOMETR/CS SITE PLAN L/GHTING SPEC SHEET CA UT/ON: UTILITY CONFLICTS LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA T/ON AND SHALL BE FIELD Vf-R/F/ED SY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES ON THE PROJECT S/TE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFLICTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DES/GN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. SURVEYED: SCALE: SY OTHERS DESIGNED: DAN/EL ✓. LARSON, P.E. DRAWN: CHUCK FENCING ONE INCH KAET7E LANE, f T. IF NOT ONE AT FULL C NCH AP P R APPROVED: SCALE ACCORDINGLY DAN/EL ✓. LARSON, P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. VICIN17 YMAP SCALE I" =1000' DEVELOPMENT ENGINEERING yqi 06/09/2026 w ? .,OF WAsy;yso CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING o'• 21018929 '� DESIGN SURVEYING F Os NAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5'26'2& R-427501 W-427501 S-427501 T-427501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering' jfarah 06/02/2026 WASTEWATER UTILITYIL Mbenoit 06/03/2026 WATER UTILITY ABDOUL GAFOUR 06/09/2026 REGIONAL FIRE AUTHORITY APPROVED cthomas 06/02/2026 KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 COINER SHEET 0 0 0 0 N N PAGE DRAWING NO: C.I. of W SHEET: OF: 1 48 W W V Q Z 0 v UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/25 SURVEYED: OTHERS SCALE: 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 DESIGNED: DE DANIEL J. LARSON, P.E. 3 95% CD'S DJL 5/15/26 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN: CHUCK FEML/NG ONE IN CHECKED: KAT/E LANE, E.I. T. AT FULL SCALE SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: DANIEL J. LARSON, P.E. VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM v \1 CITY OF RENTON Planning/Building/Public Works Dept. SCALE: 1" = 50' 0 25 50 100 STORM LEGEND STORM PIPE STORM STRUCTURE STORM PIPE FLOW ARROW EXISTING STORM PIPE SEWER LEGEND SEWER PIPE 0 SEWER STRUCTURE SEWER PIPE FLOW ARROW EXISTING SEWER PIPE WA TER LEGEND WA TER MAIN }sI IN[ WATER FITTING 0 FIRE HYDRANT EXISTING WATER PIPE ���•oF wasy�yso� CIVIL ENGINEERING `'' LANDSCAPE ARCHITECTURE PLANNING 'Con• -offt21018929 �1 DESIGN SURVEYING •, ,p� � o�FSS ANAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5126l26 R-427509 W-27502 S-427502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 COMPOSITE UTILITY PLAN O N v N N W V �O DATE: C FlELDB 0���/�v PAGE: DRAWING N0: C1.0948 W SHEEP: OF: 9 FUTURE WSDOT IMPROI/EMENTS TO Q) I ^ BE CONSTRUCTED BY OTHERS N _ P p p �• � I 1 a p � f--'" ; I I ► � Q~ 23 8 ► U c / I\ O ► 3L44 U Air- �I ► / 4� / I Q Z � / EX. 84" SEWER MAIN ► EX. 6" WA TER MAIN / Q OTO E ABANDONED IN PLACE 10'®/ I c I 1I V EX. 12" WATER MAIN TO , I / / iARV /I / BE ABANDONED AND FILLED WITH COF (TYR) l = EX. 12" WATER MAIN . 1 10-f20.79, 67.89' L T 1-45° BEND (M✓J) 9f87.83, 43.35' LT � � 1-12 CAP v W/ CONC BL OCKING 1-45' BEND (M,/) W/ CONC BLOCKING D ` a I / CONNECT TO EX. 12" CPR WATER MAIN i 1-12" CAP (MJ) �/ SY CITY FORCES PER STD PLAN 300.4 CONNECT TO EX. 12" 1-12 DI SPOOL WATER MAIN BY CITY 1-12" SLEEVE (MJ� d,. s n . CONTRACTOR TO POTHOLE EX WATER FORCES PER COR STD s , L MAIN TO VERIFY DEPTH AND L OCA TION PLAN 300.4 D _ j PRIOR TO MAKING CONNECTION D d ' ' i�_ iT v' 1-12 Dl SPOOL \ , I 1-12" SLEEVE (M✓) 10-f30. 38, 51. 71 L T i .. 1'.. 7-72 • TEE (FL) _ REMOVE EXISTING 12"x6" CROSS AND 6" VALVES 3-12 " GATE VA VES (FLxMJ) AND CONNECT TO EXIST. 12" WATER I / IW/ CONC BLOCKING -BUILDING 1 EX. 12" WATER MAIN I I d.1 G I — BEND WATER MAIN VfR77CALZ Y AS /^ jQ„ .NECESSARY TO CROSS BELOW nnn Wll T w(E) - / `/` \Yi 47� .. l nAA nmr uro T// C» AAu/ n/ rAn AA D d vo / CONNECT TO EXIS77NG 12" CITY OF RENTON WA TER BY CITY FORCES. PER COR STD PLAN 300.4 1-12" D/ SPOOL 1-12" SLEEI/E (MJ) CONTRACTOR TO POTHOLE EXISTING WATER L/NE TO I/ERIFY DEPTH & LOCA77ON PR/OR TO MAKING CONNECT/ON I EX. 12" WATER MAIN EX. 6" WA7ER MAIN TO BE ABANDONED IN PLACE INSTALL 12" MJ PLUG ON EXISTING 12" VALVE (BY CITY FORCES) — CAP AND ABANDON EXISTING 12" PIPE 1 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 lo: w SEE SHEET C5.04 1 ST SUBMITTAL CORRECTIONS DJL 2ND SUBMITTAL CORRECTIONS DJL 95% CD'S DJL 3RD SUBMITTAL CORRECTIONS DJL ;aN w •► BY I DATE 11 T11 /'D1)CC1A1/_' /TYD ) SURVEYED: SCALE: BY OTHERS DESIGNED: DAN/EL ✓. LARSON, P.E. DRAWN: CHUCK FEML/NG ONE INCH CHECKEDAT FULL S / LANE, L T. IF NOT ONEC NCH AP P R APPROVED: SCALE ACCORDINGLY DAN/EL ✓. LARSON, P.E. VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM SCALE: 1" = 20' 0 10 20 40 CITY OF RENTON Planning/Building/Public Works Dept. /fEYMAP SEWER LEGEND 0 SEWER PIPE SEWER STRUCTURE SEWER PIPE FLOW ARROW EX/STING SEWER PIPE WA TER LEGEND WATER MAIN 1,71 IHi WATER FITTING 0 F/RE HYDRANT EX/STING WATER P/PE GENERAL NOTES 1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE—HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE DEFLEC77ON. 2. ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF RENTON STANDARD SPEC/F/CA ]TONS. 3. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE EXISTING UTIL177ES SHALL BE FIELD LOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXISTING PIPES FOR PROPER RT77NGS AND DEPTH. 5. CONTRACTOR SHALL NO TlLITIES 24 HOURS PRIOR TO CONSTRUCTION. PIPE AND FITTINGS 6. RESTRAINED JOINT REQ MAIN CROSSING /S LESS THAN 18" VER77CAL SEPARATION FROM OTHER UTILITIES. ALL WATER RT77NGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 7. CONCRETF THRUST BLOCKS REQUIRED ON ALL WATER RT17NGS PER C.O.R. STD PLANS 330.1 AND 330.2. 8. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT SEPARATION. 9. CONTRACTOR TO VSR/FY ELEVAT/ON OF ANY EXISTING U1TL/T/ES AT CROSSING LOCATIONS PR/OR TO CONSTRUCT/ON AND NOTIFY ENGINEER OF ANY CONFLICTS. .•oF • wgsy�y so CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING o•• 21018929 '� DESIGN SURVEYING Fss/OVAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5/26/26 S-427503 W-427503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' yqi 06/09/2026 WATER UTILITY �' WASTEWATER UTILITYff IL ABDOUL GAFOUR 06/09/2026 Mbenoit 06/03/2026 %Z;S� KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 WASTEW,4 TER & WATER PLAN 5115126 PAGE: C5. 01 ET: OF: 38 48 O N v ti 0 0 0 N N Q J 0 0 O N N W W V Q Z P P N � /// P z _N �P ° / SD` r i I SD W (.l D�sl*) i 44 5�I toLr/ c v i I \ 0/L WATER SEPARATOR PER DETAIL SHEET C5.32 WITH SUMP PUMP. REFER TO PLUMBING i PLANS FOR EACH BUILDING. CONNECT OHS ° I W/ SUMP PUMP TO 8- SEWER CLEANOUT POC 441 BUILDING 1 - X \ v \ I = \ I 10f65.05, 8.68' L T \ I I-45° BEND (MJ) W/ CONC BLOCK/NG . q c d A 10 A S\S�FO 6�3M 00 I I - vo r� /fEYMAP O N v ® - \ 3U/-\Lr-: I = LV 0 I = \\ \\ 0 10 20 40 N I II I I IN I I l/i I \\ \\ SEWER LEGEND Fj \ \ \ \ SEWER P/PE \ \ O SEWER STRUCTURE \ \ \ If P/PE FL � SEOW ARROW SSMH 4 i \ \ EX/STING SEWER P/PE I STA. 12*98. 79, 9. 00' L T 3� BUILDING 1 ; \ \\i o � TYPE 1-48" i \ ( RIM 34.27 \ \ \ 8" lE IN 26.78 (N� _ WA TER LEGEND 8" lE OUT 26.79 (SW) 6" DCDA AND 4"� \ \ WA Tf R MAIN )7d IN[ WA TER RT77NG 1NE�� MF x r 100 J I • �►� i FIRE HYDRANT i �E I FIR NO RSI it in -III' :. _�� ■i �;I,�_=____��®� / i►�e� ®i�� „ Aw-milm __`OMPLIANCE WITH CITY OF RENTON STANDARDS :� pl�lo �� Ili lei a �� _ _ _► , I■��I �_� �!ik . , �, ,. , , ;��� ., own :)PMENT ENGINEERING n%R 1111 � I a1F�f ate- _ -�!`� I -11�� � / i / � `�•� • _ � yqi 0 • 1 0• r 1 _ if • - _ ► • I Wiz''• —� • •'II■ �� � 1 -1 1�`11 ;x�_�_ _:;�"'.' --.1'/ .,, a I�� 1 ��IIl `l{;",��```�V� � � � n' � �:_,��- / : � i` ��" :.! ■ i� o •� � � ���f�•r�� _- ��� ...!�Cet :_ sl- III � ��-� G I �� LY I I — _ , � I . �, �. _ Wit♦ .ra r n — L► s ` _c WATER _ BID - WASTEWATER ® Kill UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/g1 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 3 95% CD'S DJL 5/15/26 DESIGNED: O DAN/EL J. CARBON, P.E. RENT 0 N 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: DRAWN: PAGEI 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 CHUCK FEMLING90 DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. G'S O2 W KAT/E LANE, E.Z T. SCALE NOT ONE ACCORDINGLY N0. REVISION BY DATE APPR DANEL * J. LARSON, P.E. WAS TEWA TER & WA TER PLAN SHEEN 39 OF, 48 O N N v N N W W V Q Z