Loading...
HomeMy WebLinkAboutzR-4183SetIII 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 n 7 e Q g __ ILIII BECLAN (AKA e$ss BECLAN PLACE) e =� S�WW§ VOL. 262, PG. 43-45 $� 5.18 O \ \ W u 34 E APN #0642150180 w�xCz —El _ NH Vd Z C)6+00 Q� Z W v /' \ 5a �'ne_c'66'b6' �eWWW PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT I 17 APN #0642150170n. I I 16 0 APN #06421501609 TR. A APN #0642150310 II s mill „ea a ww q - as' C I MIS - �sw P I i / I ! 1 \ \ 4 \ 67 x H, V A ) A 72 � 73 E(�) (\Av / EXAcu/ERDEIX )\ REM) / Al i 1= — e�r�PN T. HOUSE ) X / EXIST. HousE I 1 s3 / a TO BE REMOVED FF = 414.9' I _� 52 MOMC.- ALL EXISTING STRUCTURES, (flE11.) WALLS, CONCRETE, ASPHALT, I TREES TO BE / ZE OR AND INTERNAL I REMOVED ARFj FENCES TO BE DEMOLISHED ( MARKED WIJAI AN AND REMOVED TO AN ..x.. (TYPY Ir APPROVED LOCATION. ) u a EXWALL L _ _ 7 \ \( AEX.CONC.(PE-) � J r E(fl4.L `) �t K - 50 U F j // SOIL AMENDMENT REQUIRE SEE NOTES SHEEV9 29 FLOW / O / 41RECTION. / 7 L / TYP / / _ / INTER EPTOR DITCH E CATCH BASIN �\ a I (OEM) CHECK CAM (TYP) \T=__�\_ TfIEES TO BE RETAINED 30 ® CATCH BASIN TYPE 2 i / L, HHHALL BE PROTECTED BY // // 33 - 4 oo c UTILITY BOX AS NOTED ON PLANS T�Mo 16 \ - -rREE PROTECTION / 31 O WASTEWATER MANHOLE \(Y� FENCING (TYR) / - G - APPROX. GAS LINE LOCATION ( �( x' / /0 27 - W - APPROX. WATER LINE LOCATION gyp( - -412 5 \ X23 _SD- APPROX STORMWATER LINE LOCATION �II �� 1 / �V) LEGEND = EXISTING PAVED DRIVEWAY TO BE U' ^I FOR ACCESS DURING CONSTRUCTION. LIMITS OF CLEARING �mee (n o w S XWNC REM 0M e : S e� E(M.SHE6 /TTEMP U a 0D� LMM) J STOCKPILE AREA. — 8a �OCOVER I / N1\WITHIN 24 HOURS O ¢ 13 / PP&DE TREE I ( ) THE EXISTING PARKING AREA ON THE PROJECT PROTECTION FOR TREES I F%CAfRORI F SITE SHALL BE USED FOR CONSTRUCTION WORKERS, IMMEDIATELY ADJACENT ) (REM.) TO WORK AREA, TIYP. EQUIPMENT, Ad MATERIALS STORAGE. TE STOCKPILE STAREA COVER 6 • FOUND CONCRETE MONUMENT / \ WITHIN 24/ E SIGN AS NOTED ON PLANS / _ j �� ST 5 x wv/ II MAILBOX 0-91JTILITY POLE WITH LUMINARE ) O4 -a14-- M WATER METER / A FIRE HYDRANT `\ I - —/ — - \ M WATER VALVE /E%SHD) QUARRY SPALL ;SS -SS- APPROX. WASTEWATER LINE LOCATION - E - APPROX. OVERHEAD UTILITY LINE LOCATION O EXISTING ASPHALT PAVING — Q EXISTING CONCRETE 6L:v'.Et] EXISTING GRAVEL — PROPOSED STORM DRAIN — PROPOSED SANITARY SEWER MAIN o PROPOSED WATER MAIN OD o PROPOSED ASPHALT PAVING 0 ® PROPOSED GRIND & OVERLAY PAVING PROPOSED CONCRETE z ■ PROPOSED CATCH BASIN OR YARD DRAIN ¢ ® PROPOSED CATCH BASIN TYPE 2 • PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT 0 PROPOSED WATER METER nr PROPOSED SIGN 00 PROPOSED USES NDCBU (REM.)TO BE REMOVED III TO BE RELOCATED MWSELMA%IMUM WATER SURFACE ELEVATION WOSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION CY P YA•rN10 D•Y• BMx� Yw DH 1-800-424-5555 UiF MItl+V aF� Locebn CaM mJ4TMARNN STAMP NOT VALID / Iv d/I7 SILT FENCE I / It� Lki __ 2 J y 1§J �y I��i21 /'18 1 19 �/`,'V Ra �����-� // / BERM EIEV.:406.0 LITCHFIELD ENGINEERING TE 7ti12840it BIST AVENUE NE 4 tit Kirkland Washington 98p34 3 Te1HM S21-5038 Fax (42 )821-5739 2 1 Copy19at © 2000 Litchfield Engineering. Inc. All TIME reserved N0. / / 05 ) �i�26 \ 'M FEICIFNO CONSTRILI&E610RING PER AON OV-R. e ON —' LOT 3 ` OSHA & GEOTECHNICAL DESIGN OUTLET ARM p1523059218 REp'i5. ALONG VAULT, UNLESS ELEV.: 4055 A WRITTEN AGREEMENT IS ARMOR WITH 6' OBTAINED FROM ADJACENT DEEP QUARRY LANDOWNER FOR GRADING SPALLS EXCAVATE TEMPORARY SEDIMENT CONSTRUCT TRAP PER WSDOE. 4' WIDE BERM TOP STRAW WATTLES 4g / ELEV.:406.0 SEDIMENT TRAP SIZING: SA=/0.000.00096 = OF2x(O.372 CFS)REQUIRED SA=2x 2/0.0 0 7S OF REQUIRED / RELOCATE SEDIMENT TRAP TO CONSTRUCT WENAULT. UPON COMPLETION OF VAULT, VAULT TO BE USED FOR Ih TEMP. SEDIMENT TRAP. CONTRACTOR TO CLEAN VAULT OF =' ALL MUD & DEBRIS PRIOR TO PERMANENT SERVICE. SEE LANDSCAPE PLAN & TREE RETENTION & aw REPLACEMENT PLAN SHEET L-1, L-2 & L-3 FOR / ADDITIONAL INFORMATION NOT SHOWN HEREON Cr w 0 04 .7011 S9R II aaa �aeaag A a —T SIGN m �qe R 008 m&� -r VJ an H>- n 00W z W a Ooo O .I"m ,a_0 N 0� W UEd oCL Z CONTRACTOR TO REMOVE A PORTION OF THE SILT FENCE TO FACILITATE VAULT CONSTRUCTION Tm W CIAL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL 1 @ M•,. AS NOTED eirmmw WD 1°MX1°°' CITYOF KAL CONSTRUCTION PLAN EERSI COMMENTS W OWNER SUBMITTAL KAL 19-28-M KAL � FO E N TO N REVISED PER Cltt REDLINE COMMENTS KAL 6-20.19 KAL wuex KAL I W• H\ L V V CONSTRUCTOR PLAN 1ST CITY SUBMITTAL KAL 1-T-19 KAL N DATUM `" KAL Planning/Building/Public Works Dept. IF NET ONE INCH REVISION BY DATE APPR •^^�`�., g"E "C0fl0XELY 00 CD C7 N 7 M EO O O C) GRAPHIC SCALE O 20 0 10 20 C\1 SCALE IN FEET Q 1•=20 J 17+60 MATCH LIE SEE LOWER LEFT am / `+ O M <' I / Hill w a�m /ar = 5 I '9I I 8 m Ln a D o I E $ NIT OED O OJ --N n el -w O O J U O H Z o a s W O d a� Y1 I s� k AXe� I W ��8868 22 e g^ N COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING O msippo 06/25/2021 CJ Z 0 Z CIFIEQ J GREEN'S LANDING SHORT PLAT 4-23-21 U) 5008 NE 2ND STREET "- _ Z W ONFIN H0 2 CLEARING & CONSTRUCTION EROSION L LI CONTROL PLAN w °r16 R-418302 05 0 0 III -_- BECLAN (AKA < d e$ss BECLAN PLACE)e =� �WW VOL. 262, PG. 43-45 _ 5Q 8u34 O \ \ 5. W $ APN #0642150180 wL \ Vd 0 Z z Z M hC Z N x 0 N �W 0� "I N I :zM W CC sae � o ,Im'EEwww 1 LEGEND I— — FOUND CONCRETE MONUMENT G SIGN AS NOTED ON PLANS 0 MAILBOX 0—�(UTILIETY POLE WITH LUMINARE WATER ® WATER METER A FIRE HYDRANT D4 WATER VALVE PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT I 17 APN #06421501 rvl I _ 16 mm„ Ic APN �0642t50160� agga w TR. A APN #0642150310 JTF PRORIESYE III � g TC:408N WOe i It ______ t / I I t'� IN, Ed CAT I I I a a I 1 LOT 5 III 86 S 6 ''FBI �• 3 �. FL i i /4 E a Fr. ,o 1 I J 1 I r I��I / I l CA o _ _ / r o ® CATCH BASIN _ / I I ® CATCH BASIN TYPE 2 ��_ / // /06 o ono UTILITY BOX AS NOTED ON PLANS Y/ p /I it TR. 13 O WASTEWATER MANHOLE ��_ LOT LOT / , i1vFeVgrtgTayllulFxtlag�gEl¢tEhmxm�cr� I - G - APPROX. GAS LINE LOCATION i 5,961 f SU. FL 5,859 f SO FT. / /1 ON {- -�- 5 T '$_R#-4-�_H__H_L' Y.u. - W - APPROX. WATER LINE LOCATION az —412 _SD_ APPROX. STORMWATER LINE LOCATION a 1 ;SS —SS- APPROX. WASTEWATER LINE LOCATION - E - APPROX. OVERHEAD UTILITY LINE LOCATION ` O EXISTING ASPHALT PAVING 0 EXISTING CONCRETE \ c.'gy EXISTING GRAVEL PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MAIN o PROPOSED WATER MAIN o PROPOSED ASPHALT PAVING o ® PROPOSEO GRIND & OVERLAY PAVING 0 PROPOSED CONCRETE PC ■ PROPOSED CATCH BASIN OR YARD DRAIN ¢ ® PROPOSED CATCH BASIN TYPE 2 • PROPOSED WASTEWATER MANHOLE PROPOSED CLEANOUT ■ PROPOSED WATER METER a PROPOSED SIGN PROPOSED USES NDCBU (REM.)TO BE REMOVED (REL) TO BE RELOCATED MWSELMA%IMUM WATER SURFACE ELEVATION WOSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION �? V OYf WaY■ O■p■Yaw Db y F AF, 1-800-424-5555 uE■.. ubwvalna Locebn csMx FS __—_41 mJWTM.DAWA) ._^ STAMP MDT VALID —I EX J r 23 LOT 1 5.30 f W Ei 2% - ---- ---:�- / / / 1 LOT 4 \ /APN #1523059219 e LOT 4 5.300 f W. Ei 19 / 6WJ00 EQlQ \ 6' W000 EENCE Np Np6 NpN p IRS LOT 3 ARM p1523059218 T LITCHFIELD ENGINEERING 12$40 $IST AVENUE NE tit Kirkland Washington 98034 Tel (425) 821-5038 Fix (425)821-5Ta^T covrlgm ©zo6D um6nala Engineering. Inc, All rights resew. CIVIL CONGTRUCTON PERMIT APPLICATION FOR NEW OWNER KAL 1-23-21 KAL CONSTRUCTION PLAN RENSIONS/NEW OWNER SUBMITTAL KAL 1a-2&M KAL FN REVISED PER CITY REDLINE COMMENTS KAL 6-10-19 KAL CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL REVISION BY DATE APPR / Nu / GRAPHIC SCALE 9N 20 0 10 20 n JBOX Sia� J SCALE IN FEET 1"=20' 17.80 MATCH LICE SEE LOWER LEFT eMa OH�)a� 5^ erg COW B x w Om i < w PO0FS�mEASEMENT 220WO X' / 5 TDEPHME EASOMENT PER / I REGORDNG N0.: U00290514 jt9 �/ IIInn WoRg^' IIWr w LI ego � o i5 co m v/ �}� o = _ CY UJ N r GO :5 dorm GO II y g z n1 a_ o O CO � v o I � I g (D 00 - W U >O a HN I} n �RW 0 Ed rNI J Z o� o J I H CC ELI Q- EED Q„ 5t. I Bee ee D N 84.?5S I I/J IdsNO k AXe� 111111111 aw,.vm M•,.VERTICAL .AS HOW Im NOTED a"°'".u:"'°'°"n°°' _.�.� CITY OF MAKENIml "A` R RENTON DATUM Planning/Building/Public Works Dept. CHRONIC, KAL � E IF NOT ONE INCH '^KAL 00 T Q N co LO 0 0 0 0 N Q J of nL m_ + 8'i' IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING O msippo 06/25/2021 C0 Z Z J NOTE GREEN'S LANDING SHORT PLAT o-23-21 U) 5008 NE 2ND STREET — — Z w ro3 GRADING PLAN w PHEM ar:16 (D R-418303 � NFILTRATION TRENCH SCHEDULE T 0 LOT NO. LENGTH WITH TOP ROCK EL. BOTT. EL. 1 28'$3' 415C 413.0 2 28' 411.0 409.0 3 27' 411.8 409.8 4 27' 415.2 413.2 5 30' 4W5 404.5 6 27' 402.5 400.5 NOTES: 1, SEE CDR ED 22520 ON SHEET 8 FOR CONSTRUCTION DETAILS_ BOTTOM of TRENCH MIN. 1' ABOVE MWSEL of VAULT_ 2. ADDITIONAL INFILTRATION TESTS ON THE LOTS SHALL BE DONE PRIOR TO RESIDENTIAL BUILDING PERMIT APPROVAL & CONSTRUCTION. PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT Or Fee R H s s d I Cc BECLAN (AKA e a -a„ �$� _ ww e$ssg BECLAN PLACE) _ I 17 ,�'A �• - 6 mm„ TR. A IxWWS VOL. 262, PG. 43-45 g� APN $Ofi421501700 3 `. e~T ARM W0642i50160� gg= APN g0642150310 �_"� w W566 - =6 E 4U597 121N III S + t El b O \ 8 APN WOs81sa18o a<sse A °'sue+=mm 8g$i I ws's=sW x = w� WW3 6 g4"'i8` w� i asWWs WsWWW o TOO 408.30 5 �U) \ D D JTF PR SEE SHAFT fi . T IYIN N Wi p VIf I -� - -IX. 9ttWA1K / 11 Z 20 ❑ OB ; Z Q _j +oo - eisD R s0 a ats 9 00 2 - I 9+so - - 1 - - 1 - R W© 7 = T G'. 4I6.21 G:41610 TL'4162U 21 «I ^ _ iC:d068d oU� W 6 3 16 i' 10 17 G: 13,76 2 G412.82 v o 0 iC401 2 Gb941 0 1951f 1Y PER 05-318R V xp H -416-- - - G. - - - _ u _ m e --- ---- Al Ym r, - a --- _ I� 18 'I e t __ 3 IF w9_oo IN x.6w/auT E_____-_ �\ _ . :� O d✓ _ _ 4e' TTjj T / I 2% / I/ ) \ 291E 12' PPP 4 c & Z N U �� Il / }I 13 / T Bs 659% �� iC:406.0 (n d 8^6 o el I Sal9%_B ' fi.50 15 -4 IE 111 J4 W SW / / r_ ___� _ _ Zriz: i i -\ riz -- �_% ) \ J IS 2% S V 3 \ EAV Sz _ � Rm5'6�' Cr) � � � $1 4:1 MAX, ttP. / -___ - � I EXgGp d 3 5irry O B (IST 3' H/W) IS / V A 6 ,RMwEmWW 4 I; C 05 U CAAo Bbir.: HL74 LSLOT 4 ImmI�B_ 6 rp A /AYN #1523059219 / No =w IE 41374OF 5 13 105 �516' N IE'. 41274INNTHU O o < B al.x wrw � MelO1T: 411.I4 ire > I LOT 1 ¢ 6 LOT 4 LOT 5 L/OT 6 j I 5.30 x W Fi s.3D0 x SO.. FT. 14,899 I so. FT. C2 1 1 //6*Lso ET. ro I eewww 2z �I to I I I 'R - _ v 6 6 / LNN �� 2% 501E AMENDMENT REQUIRED. YE: dp5659d of W / I E: 402.85 OF w i� 31 / e HOQUAM A _ _ 13 m� 5 1 SEE NOTES SHEET 9 -� �- 40494OUT5 I ' // HIE MANS IN BS' j�Ml IX. CB \_ IE 1U9g9___ ____ - _414_ ___�� - / BON.: 104.94 / II. 4 I rr' SAWCUT UP PAVING I -EW 66 BE BW - 1F4D - _ _ r 1r / 0 / 1�LiOR UP 2i I a PC STUFF BE ED OE R°I I 1 z 7os-o 5% o.5x l _ _'J- - - _ - - - : ,-412-__ _ ___j___��_ �,, / %a� I� / rD:4o2z o 7 SpCO I i%- 3% 1 3x -- w--alac_IE: aou}e /DLF BE _ $ rc 416.72 DRIM I ® _ \ \ \ I[U[ jr10,B4 0 F. SW " �J� 1AF _ _ ? IE ]9895 ? z ry i' 408.B10Ui IN N - sow 3 7 / I - y �me, "f9% h PC o BUTT.. 4w.a4 IS a Rv6r -1n.22Tc d k' sF'0� Y EX. 5's/W 41672G 4. Q no I LOT 2 LOT 3 swo 7� /I III Mlh ICI .13 RAfTIII 1390 u MART E% 5,9M & sQ. FT. 5,059 i SD FT. IE .N V I Te'1 ii� 7 rot O ts9 Twxsmax w73C z ,_-412------_ / i /� lol 4=4=H= ia� `4�=H==p=pMIX CURB & MATCH E �� / S TC IV /V i' I I// � I E ADD VR T AN IOC 71 G: 406, / //f tD.5 5' 16' a g INIMP3' / I ') VA i YO g ---- - E: aoa841n MIXI 1ID. IE ROTS CUT W V / / _ _ �q - s iSIOEWNK) 6' WJ00 fENCE - 6' WOOD FENCE MC5 a06 p0A o PROJECT LEGEND LOT 3 TOP E2Ev OF xa.Eow OCR s %F (Q o -PROPOSED SANITARY SEWER MAIN ARE! #1523059218 PANEIS=399.M. PROMOE 2.0 MN. SITE a FOUND CONCRETE MONUMENT - PROPOSED WATER MAIN SqL CDVER OVER PANEIs. C -� 3 1 p�61----- _ a SIGN AS NOTED ON PLANS PROPOSED ASPHALT PAVING IE J9U.2U 171N NE/OUT D MAILBOX ® PROPOSED GRIND & OVERLAY PAVING PLAN AT SIDEWALK a �- iUTILITY POLE WITH LUMINARE 0 PROPOSED CONCRETE N END HODUAM AVE NE M WATER METER ■ PROPOSED CATCH BASIN OR YARD DRAIN RQE� 1 32R/W 9 SCAIE. I'=I AAA SHEEI`0wRPAMNG/01MFNSIONS R FIRE HYDRANT 3©.30C 1 „n PROPOSED CATCH BASIN TYPE 2 + / A WATER VALVE I PROPOSED WASTEWATER MANHOLE �$� / 1 398.82 RIM / = III CATCH BASIN v PROPOSED CLEANOUT / / H H H NO PRIVATE STORMWATER FACILITY STRUCTURAL NOTES ® CATCH BASIN TYPE 2 o PRovosco WATER METER > z _ I 2S (A Ih out UTILITY BOX AS NOTED CHI PLANS v PROPOSED SIGN BUILDING PERMIT FOR NE PRIVATE STORMWATER VAULT SHALL BE OBTAINED BY O WASTEWATER MANHOLE 00 PROPOSED USES ROCCO o0' I f_B`7A 399 SOLD APPLICANT & APPROVED STRUCTURAL PLANS FOR NE STORMWATER VAULT SHALL BE - G - APPROX. GAS LINE LOCATION (REM.) TO BE REMOVED Y� 398M G PROMISED PRIOR TO ME CONSTRUCTION PERMIT ISSUANCE. - W - APPROX. WATER LINE LOCATION (REL.) TO BE RELOCATED n� 8 .` _SD_ APPROX. STORMWATER LINE LOCATION MWSEL MAXIMUM WATER SURFACE ELEVATION 396JP a FOOTING DRAIN NOTE-SSS-SS- APPROX. WASTEWATER LINE LOCATION WOSELWATER QUALITY WATER SURFACE ELEV. 4,1 1 W0 BACK MA .fir E - APPROX. OVERHEAD UTILITY LINE LOCATION (TYP),TYPTYPICAL �f SIDEWALK) PAVING 30'R/W tS FOOTING DRAINS CONNECTING TO NE DETENTION/WATER QUALITY VAULT Q EXISTING ASPHALT PAVING P PAVEMENT ELEVATION - Zt SHALL BE SET ABOVE ME MAXIMUM WATER SURFACE ELEVATION "MWSEL" Q EXISTING CONCRETE PC TOP OF CURB ELEVATION YWCUi RUMI M� x- AS SHOWN ON THE PLANS. PAVING PNNSTI / 0 '_ .Cry EXISTING GRAVEL G GUTTER ELEVATION SYOOIH 1FANSITION o tl L I - PROPOSED STORM DRAIN C CONCRETE ELEVATION_ -- PROPOSED STORM DRANAGE NOTES SITE FPROVEMEN7 NOTESSEE CITY T RENTON NOTES & DETAILS SHEET 7, 8, 9. OSAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & SAWCUT, REMOVE & TEMPORARY & PERMANENT PATCHING OF EXISTING PAVEMENT PERMANENT PATCHING PER SO COP 110, 110.1 & 110.2. ❑1 AREAS PER SD OUR 110, 110.1 & 1102. PROVIDE SMOOTH TRANSITION FROM NEW PAVING TO EXISTING PAVING. OUTFALL /1 SEE PUN & PROFILE FOR ELEVATIONS O2 W/ BEVEL END SECTOR SO CDR 221.00 O CONSTRUCT CEMENT CONCRETE NEE WIDE DRIVEWAY TYPE R1 PER SO COP 104.1. REGRADE EX. DITCH AT S=0.5% MIN. TO DRAIN LOCATION AS SHOWN ON PUNS. SEE DETAIL SHEET S. OCATCH BA9N TYPE 2-48"0 W/ VANED CRATE PER SD COR ❑3 CONSTRUCT 5' WIDE CEM. CONC. SIDEWALK PER SO COR 102. SEE DETAIL SHEET B. 201.00, 204.00, 204.20, SEE PLAN & PROFILE FOR ELEVATIONS. ® TRANSITION SIDEWALK TO MATCH EXISTING IN 3', RESPECTER VAULT SEE ENLARGED VAULT PLAN, DEI SHEET WATER © QUALITY VAULT DETAILS & RESBICTOi DETAIL SHEET 7 CONSTRUCT 5' WIDE PARALLEL CURB RAMP "TYPE A" PER SD WSOOT F-W.12-0}, I\ ❑ SEE DETAIL SHEET 8 DO O5 CATCH BASIN204TYPE t LA VANED P GRATE PER E COR 2aDw. DO 20400. 204.20 SEE PLAN k PROFILE FOR ELEVATORS © CONSTRUCT CEMENT CONCRETE TRAFFIC CURB k CUTTER SD COR W1 SEE OETaIL SHEET 8 r ROT DOWNSPOUT INRLTRATON BENCH SYSTEM PER SO COR ❑j TRANSITION CURB TO MATCH EXISTING IN 3'. O ©225.20 WIN OVIDRROW TO STORM DRAIN CONVEYANCE 0 SYSTEM. SEE INFILTRATOR TRENCH SCHEDULE THIS SHEET FOR O CONSTRUCT PAVING TAPER TO MATCH EXISTING AT 5:1 MIN. T TRENCH SIZING SEE PLAN FOR LOCATION & ELEVATORS. 7 STORM DRAIN CLMNOUT PER SO COB 226.00. SEE PLAN ❑9 CONSTRUCT PAVED RAMP TRANSITION FROM SDEWAIN AT 5=8.33% uAx. U FOR LOCATION & ELEVATIONS. 10 CONSTRUCT NDCBU AT LOCATION APPROVED BY US, POST OFFICE SO CDR H026 SHEET 9. CONSTRUCT CEMENT CONCRETE 12' WIDE DRIVEWAY TYPE R1 PER SO COR 104.1 FOR 11 VAULT MAINTENANCE ACCESS. LOCATION AS SHOWN ON PLANS. SEE DETAIL SHEET 8. o CONSTRUCT 4 BOLURDS AT DETENTION/WATER QUALITY VAULT ACCESS DRIVEWAY. �$ 12 (OUTER 2 BOLLARDS FIXED, MIDDLE 2 BOLDNESS TO BE REMOVABLE) E: ,y� .=9�6N I} CONSTRUCT POROUS HMA PAVEMENT FOR DRIVEWAYS ONSITE PER SO COB 261.10 SHEET 8. F` O Eae&&YE SW g3��W 14 CONSTRUCT OVERLAY OF PAVING PER SO CDR 110.2 SHEET 9. q+ wR JEa 555 � 15 CONSTRUCT THICKENED EDGE OF PAVING AT TRACT A. a �p oSS 16 CONSTRUCT 10' WIDE LANDSCAPE STRIP AT BACK OF WALK. PER LANDSCAPE PLAN (L-1) c4 \ 17 CONSTRUCT STREETLIGHTS PER APPROVED PUNS BY OTHERS. O \ R IB REMOVE, PROTECT & RELOCATE EX. STOP SIGN & POOL (SALVAGE EC OBJECT MARKER TO 0 \ CITY, STOP SIGN POST MUST MEET CURRENT STANDARD OR BE REPLACED ) LOCATE PER 0 CITY STANDARDS. ADD 12' THERMOPLASTIC STOP MR 0 IF 19 INSTALL CID RPMS 14' FROM N. CURB LINE (EMEND FROM STOP BAR 30' TO W.) N / S-Ag11 20 REMOVE EX. RPMS FROM ER E'LY. STOP MR W. TO NEW CNERUY AREA Q / 21 CONSTRUCT HMA PAVING PER SD COB 103 SHEET ED J ea+ GRAPHIC SCALE a deHE zo D m zo L sa w SCALE IN FEET 18 STEP BAR CRY 1"=20' 5 THIS SIDE A e = 17w80 MATCH LINE SEE LOWER LEFT IS 4820 12°Ix NE/OUT w „eM t9 I m L6~O Ef Z o N mZ5 J Ch. ch M Be BNEI md a O % POKER INGNO..8 PER O$ RECORDING N0..0202030W0 L5� / TELEPHONE EASEMENT PER RECORDING NO..: U03290514 / C J ry 5 IE 397.74121H EDT T IN 1 W COO C� O g -gym n ff e= �IW Ed ELI N �00� �pk of N Z j Pit W a N O I rill w$ O 00 ZI OORat I J jH H a M a Q BACKR�LL� EX. GSDITCH w_ J VeYSN,S BMACE A INING � a a .'SZ`ime A lYP 1 PIE wl §' W VANED GRATE 2 i W FCxA -, P R CO A SD 200.10, 204.D0 .WL _g a�__mm oo LOG. qN E%IB'CPWW , TOP 39L Of REM SET g IS 388.99 NEW 121 & - I- .. Co m IF 30B 49 E%. IB' CPOR us Ct" z I � a IN COMPLIANCE WITH CITY OF RENTON STANDARDS _& US POSTAL SERVICE " APPROVED FOR MID DEVELOPMENT ENGINEERING O U) LOCATION msippo 06/25/2021 T Z v W 17+00 MATCH LINE SEE UPPER RIGHTus PosTMASTER Z LITCHFIELD ENGINEERING ENLwGED 1" AT 8DE"'� T6 Ew Ne zn DATE DATEJ SCALE: I'=10' SEE ROAD SECTION B SHEET 6 TOR PAWNG/DUEN90x5 X C GREEN'S LANDING SHORT PLAT 4-23-21 12$4O $ISO AVENUE NE 4 CML CONSNUCTON PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL �.•,. AS NOTED CITY OIU) TaPWaMTpOwBMW�YaM Db r6A Kirkland Washington 98Q34 3 CONSTRUCTION PLAN RENSIONS/NEW OWNER SUBMITTAL KAL 10-28-M KALoAaw KAL 5008 NE 2ND STREET 1-800-424-5555 / Te114251821 0 9 F (4251821-57 REVISED PER Cltt REDLINE GUNMEN KAL 6-20-19 KAL RENTO NDiv M1TMWOEl Laalwan ceweer 1 CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL wax KAL DATUM ROAD & DRAINAGE LLI w mJTFMATLWN STAMP NOT VALID `� KAL Nc MU T ONE Planning/Building/Public Works DepINCH t. ORANING xo4 w 3� UNLESS SIGN[D AND DATED Covx19R1 ©200o NLcnnsln Engineering. Inc, All rights reserna. N0. REVISION BY DATE APPR CONTROL PLAN SHEED VIAL OF.16 (� R-418304 O J w r a e r_ BECLAN (AKA ss a SECLAN PLACE) 5 o O VOL. 262, 1 43-45 1 SS� N (/) \ $APN 4 Sd #0642150180 ge,�,R� HD z 0 �j Q C J J � Z _ 6 1+00 - _ 6+50 ILL ILL § Ln UTILITY CROSSING TABLE ID. PIPEIDESCRIPTION INVERT(IE)PIPEI PIPE2DESCRIPTION TOP ELEVATION (TOP) PIPE 2 PIPE SEPARATION(ET.) EX. 8" W 413.1 6" SSS 409.1 4 12" SO 407.4 6" SSS 406.0 1.4 12" SO 406.2 6" SSS 402.4 3.8 12" SO 399.3 6" SSS 396.3 3 8" W 401.6 8" SS 384.7 16.9 OF EX. 8" W 401.9 81,55 384.6 17.3 I 17 APN #0642150170 FULL STREET WIDTH�9 GRIND &OVERLAY •---� R----�' IS40906 - - - - - l P '^ ii B" SSW YYff Y+ z _______ a 5IE: 409.09 $ /qo� _______ ___ _ ? d3 n ^ s z it a0 n `e$ 10 ttrt SIDE SEWER EASEMENT O 3 0 "I OWP LOi I FOP 1NE BEXERi t5'aluu d r m OF LOT & LOT 2 C) - ®N$ 000 ® UNDERGROUND ALL DRY UTILITIES PER ch CA ZS:W %o CITY & FRANCHISE LLl z REQUIREMENTS & i3yl Q 0 C- RECOMMENDATIONS t W ^'^= J > I LOT 1 IN ALL PROPERTY Q EoHNN Q I 5,3M 1 SO. Fi FRONTAGESS SSCO IE: 410.63 5 LEGEND I- - - - F- 0 FOUND CONCRETE MONUMENT I y Stics A SIGN AS NOTED ON PLANS 0 MAILBOX 0-�UTILITY POLE WITH LUMINARE \® ® WATER METER _ - - 414 _ - A FIRE HYDRANT - - DO WATER VALVE I = e o ® CATCH BASIN C u ® CATCH BASIN TYPE 2 0 I q 0(ol < UTILITY BOX AS NOTED ON PLANS b $ W WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION r m LOT 2 - W - APPROX. WATER LINE LOCATION 5,983 4 W FT. _SD_ APPROX. STORIWATER LINE LOCATION _ _ SSS-SS- APPROX. WASTEWATER LINE LOCATION I 412 - E - APPROX. OVERHEAD UTILITY LINE LOCATION a // 0 EXISTING ASPHALT PAVING 0 EXISTING CONCRETE E., E- EXISTING GRAVEL - PROPOSED STORM DRAIN - - - -- - PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN b 6MOD fFNt£ PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAVING (ED o 0 PROPOSED CONCRETE ■ PROPOSED CATCH BASIN OR YARD DRAIN ® PROPOSED CATCH BASIN TYPE 2 • PROPOSED WASTEWATER MANHOLE a PROPOSED CLEMENT 0 PROPOSED WATER METER 0PROPOSED SIGN 0 PROPOSED LISPS NDCBU (REM.)TO BE REMOVED (REL) TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WOSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TIC TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION N L I T �V aF FASyXN ! R GREEN'S LANDING SHORT PLAT PROPOS® SANITARY SEWER NOT SEE SANITARY SEWER PROFILE & NOTES SHEET 11. O SAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT PATCHING PER SO OSAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT PATCHING PER SO CDR 110, 110.1 & 110.2. HE 2ND ST. 18+231, 15.7'R HE 2ND ST. 1-8" 45' HORIZONTAL BEND (NJ) W/ RESTRAINED JOINT PIPE (RJ) 1-8" D.I. SPOOL (LF AS REQUIRED) 1-8" SLEEVE (MJ) O2 W/ THRUST BLOCKING (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN CDR 110, 110.1 & 110.2, NE END ST. STA. 18+35.55-5'L REPLACEMENT AREA. EX. WATERMAIN TO REMAIN IN SERMCE DURING CONSTRUCT THEIR q3 PER SO CDR 4DD.1 & 401. CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WITH KCWD p90 HE 2ND ST. STA. 19+95.16^36.1'R ® PROVIDE STUB & CAP FOR FUTURE CONNECTION. INSPECTOR) EX. SSMH #1 SEE PLAN & PROFILE FOR ELEVATIONS SEE PLAN & PROFILE FOR ELEVATIONS_ O2 NEW 8" SANITARY SEWER CONNECTION TO EXISTING SSMH #1 TO BE CORED PER CITY OF HE 2ND ST. 18+33.15, 5.7'R RENTON STANDARDS. RECHANNEL SSMH FOR NEW CONNECTION. PATCH MANHOLE PER ED O CONSTRUCT CLEANOUT TO GRADE PER SO CDR 403.1 O 1-8" 45' HORIZONTAL BEND (NJ) W/ RESTRAINED JOINT PIPE (RUN COR 106. W/ THRUST BLOCKING © CONSTRUCT 6" PVC SANITARY SIDE SEWER PER SD CDR 406.1 AT 8=0.0200. CAP & HE 2ND STA. 1#2 MARK END. HE 2ND STA. 18+36t O CT. PER CONSTRUCT SSMH p2 PER SD CAR 400.1 & 401. CT. RECONNECT WATER SERMCE FROM METER ON ADJACENT LOT SEE PLAN &PROFILE FOR ELEVATIONS. CONSTRUCT 6" PVC SANITARY SIDE SEWER RISER CONNECTION TO SEWER MAIN PER SD O TO WEST TO NEW WATERMAIN PER KCWD KCWID # 90 STANDARDS. e e� APN 16_� 0642150160 E'5 d�- TR. A APN /)0642150310 o, e' N l wFww� I i 21 / � XLO/ #1523059 APN 219 q LOT 4 6300 i SO FT K CONSTRUCT ALL UTILITY SYSTEMS PER THE APPROVED PLANS - - FOR EACH UTILITY - - / Ma O CDR 409 & 406.1 CAP & MARK END. ABANDON EXISTING WATER SERVICE AT EXISTING MAIN. HE 2ND ST. 18+68! REMOVE 1-EXISTING METER SERVING PROJECT SITE & RETURN TO KCWD O #90 FOR EDIT ON 1-NEW METER RLOT. ABANDON EXISTING WATER BE II SERMCE TMAIN. (WATER SERVICE TOREMAIN ACTIVE AS DIRECTED BY 3 �';" OWNER DURING CONSTRUCTION.) ?ea a wP I I 8S_$I aim o CC © HE 2ND T. STA. 18+91t RECONNECT WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM + g =mw I EXISTING 8" WATERMAIN TO NEW WATERMAIN PER KCWD y90 STANDARDS. n2P \9aw Zm -" 5 ISw8 b - rR31 HE 2ND ST. STA. 19+Olt ikj ----------lea P4EX 0 I ILi � I 10 PW 9Df SEWER EASENN� / OM:R LOi 4 FOR 1HE WITSON OF LOT 3 It LOT 4 / I Il+aLOTO5T i OT 6 IF /5,086 S 50. Fi. I '0 W IE� MOIRE/5 1 // 5 IS 39578 11 � ( 1 S=0.g2(O SW) / 1 f- - r - - -- - - r.a _ _.li_ - LOT 3 / /I! TES. 131 1 1 I y1� I! 5,859 t W FL / 1 5 _ R IJ -$-�0-d--F-K /a--Y /- - �� t __-________L_6_i_d_d_d_�_L_L_l�__d_d_ 410, - ' 6' WOOD PLACE Von edo a0A o LOT 3 APN W1523059218 384.8 9IN7 / SIDE SEWER NOTE: TIE 38471 OUT I // SANITARY SIDE SEWER STATIONING SHOWN IS FROM NEAREST DOWNSTREAM MANHOLE. MINIMUM SLOPE ON SANITARY S1DE SEWER IS S-0.020O'/' FOOTING DRAIN NOTE. FOOTING DRAINS CONNECTING TO THE DETENTION/WATER QUALITY VAULT SHALL BE SET ABOVE THE MAXIMUM WATER SURFACE ELEVATION "MWSEL" AS SHOWN ON THE PLANS. m wKwkland LITCHFIELD ENGINEERI.w.�.w-�-6 t -12840 81ST AVENUE NEOW2Y 0 OW�WN YouDIo Washington980341-800-424-5555 Te114261821 0 9 F (425 821-67 9 DWICINA) t mALFMARWA) STAMP NOT VALID UNLESS SIGNED AND DATED Copyright © 200o Litchfield Engineering. Inc. All rll reserved. N0. 11 yya„�baw O RECONNECT WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM G mggry tl EXISTING W WATERMAIN TO NEW WATERMAIN PER KCWO #90 STANDARDS. HE ONE) ST. STA, 19+982, 5J'R 1 \ C REMOVE EX. 8" 45' HORIZONTAL BEND. (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN / REPLACEMENT AREA. EX. WATERMAN TO REMAIN IN SERMCE DURING CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WITH KCWD p90 �. cP INSPECTOR) 1-8" D.I. SPOOL (LF AS REQUIRED) INA 1-8" SLEEVE (MJ) 1 8 9 HE 2ND ST. ABANDON EXISTING WATERMAIN IN PLACE IN AREA OF NEW / O WATERMAIN REPLACEMENT PER KCWD K90 STANDARDS. S-33b1 HOQUTAM AVE. HE STA. 7+47, 7+49, 7+68, 7+70, 9+04 & 9+06 CONSTRUCT 3/4" WATER SERVICE, TYP. FOR NEW LOTS 1 THROUGH 6 / ¢ PER KOWD #90 STANDARDS. TEL sm GRAPHIC SCALE 20 0 10 20 AW J SCALE IN FEET e =zD' n4eo MATCH LINE SEE LOWER LEFT SIN 0 zm i 1 3 - 1 0- W�RBH r7 a I iW b� aN 19I54.O5-51 �Ea- NOW TOP IDEAS 0 N Fwsw / ,aq@ IS 38412 N w % IF 38402 w$ww� 'O AN - As o a RECORDING EASEMENT PF8 / FECORDINC N0.0202N0630 w / E CORDNG N0. 82W19051R1 I I 1 6 7 ,ca 14794 90E SEVER ASIDNI L w IS 65E=3&.4 (IONEN) r FULL STREET WTDiH L{a> GRIND & OVERLAY = o [tiD w 00 rn 0 c3>p 1 L5 � 9 '� r ,><„2 o w O F 0 wzw 2am xa I = CV � 0 adCo LED e� l l } D U= N O I ® jl C,R J DO W > a I- ON a - O ZI OJT W O O q P I > d ¢ SACKFUL EX. DITCH D o 2\h CO BEACKf°LUINING SW a AWx EIRPHAAYI Viz- ON,� I _�P- 5aM ROR UDm I!*W MMIM LWYC JCC KT.N FNII E EPA AS NOTED eiTartw n'D 1°MK1°°' DATUM CITY OF FO E N TO N f� L V V Planning/Building/Public Works Dept. CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL KAL CONSTRUCTION PLAN OWNER SUBMITTAL KAL 10.28-M KAL SREASIONSONEWECURE REVISED PER Cltt REDLINE COMMENTS KAL 6-20.19 KAL wuEx KAL CONSTRUCTOR PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL `" KAL47 PHU Redc IF HOD ONE INCH see AC0flNALY REVISION BY DATE APPR meme ., NA H H N Q J LOC. ON D. 18 W39I •" G',1" W s...,J W W TOP l FIELD SET - - -- IE 38699 NEW 12" e IE 388.49 EX. RD CP _ e r J I I SW 0 N COMPLIANCE WITH CITY OF RELATION STANDARDS 0 DEVELOPMENT ENGINEERING O msippo 06/25/2021 Z 0 Z J GREEN'S LANDING SHORT PLAT Who-z3-21 U) 5008 NE 2ND STREET - Z - W UTILITY PLAN ro5 w Ir �16 Ir S-418301 - R-418305 CIO PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT 75' VC 135P VC CC K=25.86 K=25.71 PVI-9+30.00 PVT-8+15.00 _ 3 A PM EL=409EC' PM EL=416.28 QPROPOSEo ne'Hn GRAVE u�i,. - w 9` .� n.N 420 .Q EAR D.F w L^R m'a C . APPROXIMATE '^. IXISPNG (APDE mom AT CENOTUNE -o.so% s + S m+ II E O Y CIw kx.1z'sTaw DRa .d8 0 o �', III ____ _______________ ___ ___ ___ ___ ___ _ -_ _-. m c _ _ __ t_________ _ J .�� z ____I �___ unUTY x-Ixc n em ./s.Ts� _ _ ____—____ _______ _ ---'� E%B'W APPRO%. IE:413.1 . 6'SS TOP PIPE:40I a �_ . ..Ta _ . EF 410 ~ 12' STCRW OWN ------ - _ - _ ------------------------- _______ ------ --- _, _ ___- UTUW x-ING HI) --- ___ -�- __ 12"SD Ill b'SS TOP HPE:416,Di /R ______ UTILITY x-ING 12'SD IEM0&2 z - I 6°SS TOP PIPE W2.4 W ANED (RAZE Z - SD 200.00, 20400 PT 9t5020 AM' OFF UP 06NW � - I - ' C R SD 20100, 20A00 , z "B 3 ME 1 3612" TV 6334, OL GRATE 14.92R w'unry A j I[ 404,9JTUGHo E%$ SAGGIR0 �� TOP 41608 400 Q R M 20000, 204. - -' IF M87 17 J °off z4os5a� Ad - (q IF 4024812' _ _ - W_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W HOQUTAM AVE. NE PUBLIC ROAD PROFILE SCALE: 1"=20' HOPE ' 1'-'5VERT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 390 10 0o s+oo 8+00 JOO 6+50 O On On NO On HC Ed a + ? m I m nN . nEd PkOP03Eo NOR I: ORANGE 0 t - 6 0 EXISTING GRAVE 3 AT CENTERLINE . . . s 5Aoa It p ZO¢_ OWING READ M WM F�MLE DRPINN�G FLLIN 5 T'i% i FROM N NEW ROAD & STAN MAN OUTALL AAEA y-39% rc 931E 1Y I CPO`£ _ - - PR Og CONDITION: PIPE SHALL BE DUCTILE IRON DUE TO / LIMITED COVER IN THIS •-ry, tvm'•�' AREA. R PRI D TO VA SEE N /WA vnu SHE _-BL-_ ITSL ! O L.72 =.2% 1Y 44BF IYPPP o5=O52S. _______� p' �� E LB S_ SD c� _O _ _ - _ _ _ . mul PVC 2BIF IY _ _ - - - - _ - - - - RESTBI IN VAULT 7ID MEuL [B A T1PET . .. I W VAN A________ OR W NWO, 204.E0 CONDITION: PIPETYPE IE 388.49 EX, RE UP . . 4y s WTW6wW DA6p Ii,EN'. raw DIWDIW 1-800-424-5555 UiA Udwpantl La4xWun C.a4WaF mARAbI,CILWA) STAMP NOT VALID 6'SS TOP Al PROPOSED PRIVATE DETENTION VAULT SEE SHEET T IF R ME I STRUCTURAL PUNS BY OTHERS LPOROUS ASPHALT SECTION PER TABLE ABOVE c TRACT A IMPROVEMENT SECTION - N.i.9. PORWS PAVEMENT ONSITE PRIVATE ACCESS LOOKING EAST � n ' .I . ONE- WAT" If ME1. A _ 50 MHA 201.00 UPT'2608' OFF RP ME AT Ei0a9xi 2' SO 9000 I 6.so%aR RP w II II II II' I.I . . . . . . . . . . _ II II I I ' II I. . U-1 FIR. SS )E AT A STRUCTURE NE 2ND ST. PUBLIC ROAD PROFILE THE ENTIRE LENGTH SCALE: 1•=20'HORIZ. PIPE CAN BE , URGED TO DUCTILE CB 48• DIA. ME 2 1'- 5' VERT N FROM THE VAULT.4wVANMAX -In Inn Nn WE III 'FALL. I I1 1843938, CL CRAT. MAIL 0 18 POO 19 POO 204-00 20+50 e FOUND CONCRETE MONUMENT O WASTEWATER MANHOLE PROPOSED WATER MAIN (REM.)TO BE REMOVED E SIGN AS NOTED ON PLANS - G - APPROX. GAS LINE LOCATION PROPOSED ASPHALT PAVING (REL.) TO BE RELOCATED B MAILBOX - W - APPROX. WATER LINE LOCATION ® PROPOSED GRIND & OVERLAY PAVING MWSEL MAXIMUM WATER SURFACE ELEVATION 0-9UTILITY POLE WITH LUMINARE -SD_ APPROX. STORMWATER LINE LOCATION 0 PROPOSED CONCRETE WOSEL WATER QUALITY WATER SURFACE ELEV. 0 WATER METER -SSS-SS- APPROX. WASTEWATER LINE LOCATION IN PROPOSED CATCH BASIN OR YARD DRAIN (TYP),TYPTYPICAL FIRE HYDRANT - E - APPROX. OVERHEAD UTILITY LINE LOCATION PROPOSED CATCH BASIN TYPE 2 P PAVEMENT ELEVATION A A WATER VALVE 0 EXISTING ASPHALT PAVING PROPOSED WASTEWATER MANHOLE TC TOP OF CURB ELEVATION ® CATCH BASIN 0 EXISTING CONCRETE • PROPOSED CLEANOUT G GUTTER ELEVATION U ® EXISTING GRAVEL 0 PROPOSED WATER METER C CONCRETE ELEVATION CATCH BASIN TYPE 2 — PROPOSED STORM DRAIN PROPOSED SIGN 0o c UTILITY BOX AS NOTED ON PLANS v LITCHFIELD ENGINEERING —PROPOSED SANITARY SEWER MAIN pp PRoaasso uses Noc6u CITY C T 171FT1 COME NEXTEPI, PANIC Im All 0 "'STAVE LUE NE FN CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL @ AS NOTED D 1ea ' O /l/X/E/�rllE/ IJI' r I� T I� tit irkland Washington 98034 CONSTRUCTION PLAN REVISIONS/NEW OWNER SUBMITTAL KAL 10-28-M KAL omw KAL ; FO L y O V 21-5038 Fax(425)821-5Ta^T REMSED PER CITY REDLINE COMMENTS KAL 6-20.19 KAL naex KAL I HN f\ CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL N MEN DATUM " KAL IF NET ONE INCH Planning/Building/Public Works Dept. Copyright © 2000 Litchfield Engineering. Inc. All Agnes resew. REVISION BY DATE APPR g"E A0°°fl%1°" VAI i-m m ZIP, m 3 p 3 DEDICATED TO CITY w DEDICATED TOEX. 30' EASEMENT 30' R/W RENTON CITY OF 1o, 10.5' 5' 1 16' 181f LANDSCAPE S/W 4•t BUFFER 10' 0.5' VARIES LANDSCAPE 2" GRIND & OVERLAY 4:1 MAX, TYP. STRIP PER ED CDR I10.2 (1ST 3' B/W) SEE DETAIL SHEET 9 MIN. & PL 4 SAWCUi IN EX. PALED ROAD CEMENT CONCRETE SIDEWALK PER SD CDR 102. 4" HMA OR ACE CIE. B OVER 6" CRUSHED ROCK :R PAVNG 0 MATCH EXIS NG THICKNESS IF GREATER PER SO COR 103 SHEET 8 CEMENT CONCRETE TRAFFIC CURB & GUTTER SO COP 101 A 09MM AVE. NE IMPROVEMENT SECTION N.T.S. RESIDENTIAL LOCAL STREET LOOKING NORTH N ' 'PVI'EL-416:66 E HP=29+W77 HE EL=416.47 S m � ¢m K i and ...;.. -4.00 ' w -1.5000• 410 1 111 .nor �' oI.. ..—.___ I . 4W TRACT A PRIVATE ACCESS ROAD PROFILE .. SCALE: 1"=20: HOPE 1"- 5' VERT. EX. POWER EASEMENT AFN: 8202030630 w EX. TELEPHONE EASEMENT 32' R/W 1 30' 41 MAX, IYP. STRIP (IST 3' B/W) A,PV, n I\ 00 III O N M L!7 O O O O T N Q J a saw EX. PAVED ROAD CEMENT CONCRETE SIDEWALK PER SD COR 102. 4° HMA OR ACC CL. B OVER 6' CRUSHED ROCK ING PAVING 0 MATCH EXIS THICKNESS IF GREATER PER SD COR 103 SHEET 8 CEMENT CONCRETE TRAFFIC CURB & GUTTER 101 SD COR B NE MD ST. IMPROVEMENT SECTION - N.T.S. RESIDENTIAL LOCAL STREET LOOKING EAST IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING msippo 06/25/2021 O (D Z Ei Z J wrz4-23-21 GREEN'S LANDING SHORT PLAT U) 5008 NE 2ND STREET "- - Z W �6 STREET PROFILES w SHEEN OF16 (D R-418306 (y) 00 T 1 1 0 n 7 CITY OF RENTON STRUCTURAL NOTES L THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROOKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE NTH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE NTH TIE INTERNATIONAL BUILDING CODE. CRY OF RENTON STORM DRAIN GENERAL NOTES m/2ol 1. BEFORE ANY CONSTRUCTON OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, ME APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2, THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY STATE AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3, ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SAGM). RENTON MUNICIPAL CODE ( RMC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY AN AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT Q TO WE CITY. 4, APPROVAL OF THE ROAD. GRADING, PARKING. BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS Q APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER. SEWER. GAS, ELECTRICAL. ETC.). PLANS FOR J STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND ON. APPROVAL BY ME CITY PRIOR TO CONSTRUCTION. ME SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL F REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5, A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. W 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR 0 OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT 15 THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY ME ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT V SHALL IMMEDIATELY NOTIFY TIE ENGINEER OF RECORD IF A CONFLICT EXISTS. z ]. VERTICAL DATUM SHALL BE NAIVE 88 AND HORIZONTAL DATUM SHALL BE HAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY WE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS Q SHALL BE NOTED ON THE PLANS. Z 8, ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WELDOR Q STANDARD SPECIFCATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH J BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9, OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIRCALLY APPROVED BY ME CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE Z RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10, ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE W START OF CONSTRUCTION. MERE SHOWN ON ME PLANS OR WERE DIRECTED BY THE CITY, THE W EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11, ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO. OR IN CONJUNCTION KITH. ANY CONSTRUCTION ACTIVITY UNLESS OMERWSE APPROVED BY THE CITY. / ST 12, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE V WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS KILL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF ME PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 22Y 20. 13, STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 2041 30, 2041 40, AND 204. 50. STRUCTURES SHALL HAVE: -RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. -ROUND, SOLD LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF TIE CURB/ GUTTER LINE. -ROUND, SOLID LIDS DISPLAYING ME CITY LOGO WHEN WITHIN ME PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOCO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE KITH TABLE 4.1 EASEMENT WOWS AND BUILDING SETBACKS LINES OF ME RENTON SWDM. 16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH NTH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17, ALL DRIVEWAY CULVERTS LOCATED WTHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM ME EDGE OF TIE DRIVEWAY TO TIE BOTTOM OF THE DITCH. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIRCATONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. IA FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SIZE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BUCE. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED KITH A BOLT -LOCKING LID MARKED " STORM'OR ^ DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21, ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCN ACCORDING TO THE CITY STANDARD PLAN 265. 01 COW INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE KITH SECTION 7-04.3(1) OF THE ASSET STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED, 24. FOR ALL DISIDRSED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF ME SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTINC DUFF LAYER AND NAIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE KITH LNEENI STANDARD PLAN 264. 00, EX 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM WII SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER ACTIONS >e> NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WEI STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27 PROJECTS LOCATED WTRN THE CITY S AQUIFER PROTECTIONAREA APA SHALLCOMPLY WITH SPECIAL SOUP UD 6 MADE PER OR STD 204.50 A JJSI LID REV. TO FNIS4 GRATES (TP) We ACCESS RISER _ PREFABRICATED LAYER OR CYOLYMER STEPS PER CY STD SOUND ( ) REQUIREMENT N 6 OF THE RENTON AND AQUIFER PROTECTION REGULATIONS 4l ,,"„,„,,,w,„,,,,,,=,a„„„a,a.„,,,,„SENT ,,m.,�q„- 28. ASIMONNCE MANHOLE LIDS, ET PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ UTs, INLETS, ETC.) THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES BIKE LANES SIDEWALKS F LANES, BIKE L OC=BA`"" �flifli ,e AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A MET �A �MW" M.T "".`°'°"'°` SIDEWALK OR CROSSWALK SHALL BE FITTED NTH A NON- SLIP OR NON- SKID LID PER ADATHE REQUIREMENTS. `.o""" '�...".°".`°""'°`"`^""""®,„ fie.. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON ME PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED TIBEENTINNEENEENNENTLEENT By ME APPLICANTELLI NEXT w ^ ' ' 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. h XL°"'°"�aENTENI uuw`a¢'-'°' ...�,..„„„,..„.w""A ""� LANE 31, CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED�IXI LNNNTLB ELECT CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WNH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE HE PREENCELEN ,,.„,„.,,u,„„^„",„.,os.,,.e„„,„„�m,,,,�.,o,„,,.,„^,TEENEXTEXLEE ,,�„,,,„,.,, BUCKET LEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO TIE PAVEMENT SURFACE ALL AT ONCE. IF "SENT" ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS„„-,„.„,,,,,",,,EN,,,,,,„„,"„„„,.,e, CONSIDERED TO MEET SHE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER a„-„^"..-°w..,w....^...„,,.•..NB 1,000 SQUARE FEET OF PERMEABLE PAVEMENT IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER NEW C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (SOL PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO ME BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. Gil P T4WTMl0 DON BMx� Yw Oy 1-800-424-5555 UieLAHIIeTpalntl LaceWOTH C.eIWeF mAIFMARWA) STAMP NOT VALID VPULIC WORKS DEPARTMENT ACCESS ROAD AND RAMP /� LITCHFIELD ENGINEERING T 1 7tiFTH1425)821-5038 0 BIST AVENUE NE FN tit l/�/��L/J,'irklSnrl, Washington 98Q34 Fax 142 1821-5T39 Copyright © 2000 Litchfield Engineering. Inc. All rigM1fs reserved -INLET BEYOND I174 60.20' RESTRICTOR 9 RESTRICTOR SPECIFICATIONS _ _ MQSEL: MERGE _ _ _ _ _ _ END OF PONY 386.35 Q PRIVATE DETENTION / WATER QUALITY VAULT SECTION ALA SCALE: HOR.:1"=10', WR.:1"=ff PRIVATE MATE REV to, 5LAO' GRATED REMOVABLE ACCESS MTH Ll LOCKING =40225 HINGED ACCESS MANHOLE 8 STEPS AT RESWERK INSTALL DI PER MANUFACTURER'S RECOMMENDATIONS. m IT IE=397.14,0 CELL 2 CELL 1 BATTLE WALL YgSEL: ]90.35 EAST FLYNNG °Y CHANNEL "V CHANNEL PRIVATE DETENTION / WATER QUALITY VAULT SECTION B-B SCALE: HOR.:1"=10'. VER.:1"=2' PRIVATE PRIVATE STORMWATER FACILITY STRUCTURAL NOTES BUILDING PERMIT FOR THE PRIVATE STORAWATER VAULT SHALL BE OBTAINED BY APPLICANT & APPROVED STRUCTURAL PLANS FOR THE STORMWATER VAULT SHALL BE PROVIDED PRIOR TO THE CONSTRUCTION PERMIT ISSUANCE. IN eLe"I a. NEENEENEENNEXENNENE ENEXXTEENEENEENTINEENTLEENNINENNTLENEENE ETE CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER REVISION BY I DATE I APPR 'Eflefleflyfley X.. urr MANUAL!! GRAPHIC SCALE SCALE IN FEET LOT 5 LOT 6 12'e VENTILATION 1^-10• B NELI%PE IN 3 CORNERS 5 LANDSCAPE SUFFER We ECCENTRIC CONE SET N TOPTIIe ACCESS MINING �5DC0 TO GAPDE IOU. � E000 TO CRAM DAL _ _ --_ ___________ __ _ -_ __ _ _ _ - _ ---_ - ^� / ( INI£i i0 V Li IE]9TJ4 LPDDER OR 6 12' WIDE 12' WIDE DRIVEWAY a he60. PERIII 0' DER 61FP6 I It MAINTENANCE FOR MAINTENANCE ACCESS SR PLAN LEE PVC FOOPNG DRAIN R 30600 L ACCESS SET PLAN N FOR PAVING TYPE FOR LOCATION S=0% 1MIN -V BOTT M 0 .50% CONNECT TO CB 111 --- --- iI I OR WA R ETE TIO /WA R $ os 0. Q ALI V ULT j m AEFIF ALL . Ifle- DO 6Q� 0.5 12% BY 0 it BE IPfl MW. M. __ ___ ____ ___ _ _ 796 _ __ ___ _ _ _ -- F �'i New � _ N 0.00' w rc Sw n � ACME RD D SiORA EARS : VOLUME VOLUME 10461 F n 1 W OL Z OW I WAIF QUAD VOLUME 034 III q F� I I I E N L3B5.62 H. 355]4 I m iNSTILL " BOTT M ® 50% A AIR uIIY O of AM A 4 e V ULi BE LT BE OMERE ESICN CCE4 BACK OF L 1 OR � IRE SOEWAIK. IRE I m AM 4 2,35 TWO BOUARDS 0,NOTE RMOVAC i1_ d E. OUTER __ _ _ _ _ _ _ _ __ __ _ _ _ a/WgAI -� RIMS BOLLARDS FIXED. 5' LANDSCAPE BORER Sd HINGED MANHOLE DOOR CADGER OR STEPS B RESIRICTOR ENLARGED DETENTION / WATER QUALITY VAULT PLAN SCALE: VII PRIVATE INTENNEI LEGEND 0 FOUND CONCRETE MONUMENT G SIGN AS NOTED ON PLANS 0 MAILBOX 0-}{UTILITY POLE WIN LUMINARE B WATER METER R FIRE HYDRANT M WATER VALVE ® CATCH BASIN ® CATCH BASIN TYPE 2 o u c UTILITY BOX AS NOTED ON PLANS WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION -W- APPROX. WATER LINE LOCATION _SD_ APPROX. STORMWATER LINE LOCATION -SSS-SS- APPROX. WASTEWATER LINE LOCATON - E - APPROX. OVERHEAD UTILITY LINE LOCATION EXISTING ASPHALT PAVING EXISTING CONCRETE ( EXISTING GRAVEL PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAVING PROPOSED CONCRETE 0 PROPOSED CATCH BASIN OR YARD DRAIN 4 PROPOSED CATCH BASIN TYPE 2 PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT IN PROPOSED WATER METER v PROPOSED SIGN 00 PROPOSED USES NDCBU (REM.)TO BE REMOVED (BEL.) TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WQSELWAMR QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TC TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION Oorene= MESECTONSNFARWTE QAZ a/ie/xovl M AX As NOTED °"°"^.A' loathe°' CITY OF "AL � RENTON DATUM Planning/Building/Public Works Dept. `" KAL =^KAL GRAZE ELV. - 402,35 6" MIN. IMBEDDED 2" IN WALL AT MAX. 3' SEACaINO /�\/' p.• CI_EANOUT/ 8" SHEAR GAT 12" OUTLET PE 12" IE 390.35 WITH 9/16"0 ORIFICEIN SHARP iEDGE SHOP \\ ELEV D38835 LAIN TE i4 \/a0 BOTTOM I\ I\ GO T 0 0 N \ \ \ \//\ RESTRICTOR SPECIFICATIONS J SCALE: NONE PRIVATE ON. III N COMPLIANCE WITH CITY OF RENTON STANDARDS Ir DEVELOPMENT ENGINEERING O msippo 06/25/2021 CJ Z FA J GREEN'S LANDING SHORT PLAT MTI4-23-21 U) 5008 NE 2ND STREET _ "- Z DETENTION/ WATER QUALITY VAULT °"""` LLU DETAILS & STORM DRAIN NOTES D. NE C'S R-418307 'E�, a. r AT I MAN HATIONOIR..�rl ON...mcc..::1 .../iQ .... - ILI�J ,. . ,..°a,. - - EFT bMAY- s lw MERMANNERTMYWONme w a ". -�_ _a�. w.... _ . _m .A WI :WEREN EI ANEW UK- 11 "..�,.1 "" 11 .w MEW ..., �f FREE FREARI REP .TA�.F.NP....B. ..hINEIREMENEW HAuuuArnruo ....w".,....A.x.. -- a WAREARATTE WE 21 dz�IN AT SEE WHEM. Hi OTHEIRGAINIFITHE NUARG WASTRAMAL.IUMEREAREARB,EM,MBEREEN, E.D. THE AM AM ETAMENTEREERMARGENAGING SAGREETHREEMEWFEENEE mum WTHERTH 11 ATEREENT W.. . ®,M, NEWEREAREAR. I AERAMEN,AMESTITHEAREAREGRE, MIAMI �. li e ER.= . y ". LANAI MPu Etc GTCX IN EFFORT It w CYST BERSTRES WE EEN MEW WE MY IWEM AT OWEREPLED CEMENT CONGR� GUI PUBLIC MORTIMS N�AL�TION AT DEPgmND CATCH auma lar MAI BY HES, Ar ABERDEENSHIRE GttH BASIN ITYPHEi GAZ a/le/zou RED NO ac USE DSEE xxrz p • w.rzx ST MATCH FRANC REATER BEYOND GE OF NOTESGED PADEMENT EAaxrx.PLACEMENT CONCRETET ME ec«m sz DESTEN FACE ARE IArDADDwq. WORKSPUSLIC MM AND DEPAPTYOVUM YPLYCMORO ML ... FIT V I iI -•_\ ..ram I �A xL .. MY IF REA..I .v...w"x...."�... fEI prppmucxr RECTANGULAR FMME GAj s/xe/xme I Er AM AL AM WE REENTER ATERAMENT AREMBEEMSETERFAMN wAMENCEMENTESTUAGERE ss- LEppRiMFM OCTAMUTARVANEOGMTE PUTO KS DeeurtxYnT I ` eNn. '"N`xriiRi ' Fwn L--- mow.,---L AMEMBEEMBERSO REAREATERETHEI HAREARUBABOATEENT FRADETUREEN IS ED ROADSTER .a ... IN WEI $EG ."L. ANNERTMER LIEURTMERGENTERIMMEAT HERERSAFTERALREFEENTENT ANANY .ww.� . Y� mx FRATTERMAGEREARTMER REAREENEERMARE KRAFT GREAMEWEENTEREPTEARMAYETTERWASTO WESSERE TANOt n° pgTMxX GTCX 4WNMEl —GA2�LA g/zymYnl AREMBEEMSETERFAMN wAMENCEMENTESTUAGERE ss- LEppRiMFM OCTAMUTARVANEOGMTE PUTO KS DeeurtxYnT I ` eNn. '"N`xriiRi ' Fwn L--- mow.,---L AMEMBEEMBERSO REAREATERETHEI HAREARUBABOATEENT FRADETUREEN IS ED ROADSTER .a ... IN WEI $EG ."L. ANNERTMER LIEURTMERGENTERIMMEAT HERERSAFTERALREFEENTENT ANANY .ww.� . Y� mx FRATTERMAGEREARTMER REAREENEERMARE KRAFT GREAMEWEENTEREPTEARMAYETTERWASTO WESSERE TANOt n° pgTMxX GTCX 4WNMEl —GA2�LA g/zymYnl AS HE EYE MEW We AM i57 Mal AS ME SEE AS WE I MY ME MOREARY, AM WERSOMEw -mm 19/38/ZOY /ErBMM EBB PIPEMMEBIMMO \^% COMPACTION-RWIONPE OAZ°fAE/mvl r•s-1 .�.- MA.ru.me -Lv WHO WASEEMAREEREARTER Ge HE -Pa ...,.RISEN LCROWEEDx,... HENRY PIPE EONE BE NOR NG ANO .xmF COMP=N-FLEXIBLE PIPE nP a/U/ID O M y9 BEVELED END SECTIONS sY Hqx aese/v/xox BINGIE EAMILY ROM OOWNSIOUf .y ge.MFx GAZ HATEi{ rppmmr INENTMTIONTRENCN eNn PPflucR .7{ Z, op rvasy' , `! `V n < LITCHFIELD ENGINEERING _ o A 1284D 8l$T AVENE E NO 4 CML CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER Chi NTB1EEO OWN EIpMTW DLI PEr'ISTEI<g0 \�6EYE� ti1 �SSIONAL KIfkIBOd,WB9hiagl0n 98Q94 3 CONSTRUCTION PLAN RENSIONS/NEW OWNER SUBMITTAL 1-800-424-5555 E G rye/ Te114251821 0 9 F (425) 821-51 RENSED PER CI REDLINE COMMENTS UM.. ltwww MLowell CMM k' 1 CONSTRUCTION PLAN 15T CITY SUBMITTAL mJRENDARW.V STAMP NOT VALID UNLESS SIGNED AND DATED coomright © 200o Litchfield Engineering. Inc. All rlgncs reserved. N0. REVISION . MEM STORM SYSTEM CLEANOV MINIMUM MA�RMLTHICMESS(INI� WE NEW Ic WEI AN. M,EMTEI SARTERATERNEREAREAS TARGET PDRDus ms T STREET KAL 1-2I-21 KAL @ AS NOTED REamO INC,1w/'N' CITYOF OF i ENTKAL 192bM -KAL omw KAL FO L y O V KAL FN2 19 KAL ` KAL f\ KAL 1-21-19 KAL DATUM c" KAL Planning/Building/Public Works Dept. IF NO ONE INCH BY DATE APPR . - g"E "CC0fl0XELY N U H Am P N Q J Q J d IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING O msippo 06/25/2021 Z ii J GREEN'S LANDING SHORT PLAT Mh4-23-21 U) 5008 NE 2ND STREET —NO Z STANDARD DETAICITY OFOLS - 1 xD xD$ 16 fr CWW'3 IR-418308 n 7 V THE MAT APPIt TV C MAGAGENAM IWI Owl I- J ,.w Cc O IxvmwTEDEV Pwvmnuvx.Av V z ___ _ Z O PUMC�N SEDIMENTTRAP WILL GPZ� s/ze ovim Q J E W o�ANSI �Lu Dc ) oa omPwm.R V ..aTuwn.awuTxwmrwemwmeemR D� O r =l am ow• ACT FHATEATERALLIALM s I MEN INC \ 4� EA LlEC `eomm,orAm EXISTING, I NPARTm DrtM CHECK GA2 B/ze/zov ,A =��C�METNUMYMU$EU�RNEM�E.UME�TU�MAEA�EN�EFFEU�E�GHAVE 1. IMPEATTED ALL EVENT AT THER A AMENTREEN PRE FACILITIES ART A FAMENCEN AT THE THE PAT A I A LANE '.'L AGA A SEEN AN MAE � FATHER TV APRIL ME �..E AS AN OF MAT PARD LANE AN EXEMPT PERE AN PER TO AN MOT I DEPrmnnExr PLASM COVERING II pp2 v/xerzov MEN wre sE -wu_.u, �„m.. I.. J r W`A I . `N'oDm MAR AVE.M e Saw I ROAE. SECTION AlNOTHE MAT MUST�TMGF�ETOI�AEl Rya uew...rae. HMC� lz kD � !C) oBLIC ROCKET sA.m.®„ Trneu wxR a wxPRwuRTREnrs �Z..__ �✓.., DS E=w�at RVL rcwwre mALIDNTR ITT mREm ADOPTED PWRAR.®a ...�wa CY P WOYIp DRYR BMx�Yw Dp 1-800-424-5555 UiR WllElpantl locebn CORMF mJR3bl,QRWA) STAMP NOT VALID ATIM REPER AT I2SS133cm:av BANCORP v �'umrmYm-�- ¢PLAT NT NLT FENCE p pAZ s/ze/zov 1 1. ME EVENT �. THERATE MIT ARM AN AREAS SWT ME MAP qEST "I PAP AM THEMOO AT ME .1 MA I MET EVANS �.;II{1. ME TIE WAS OPEN. AND .1 AC AN I OF AT SMANAL PATCH,P,amD.,. HEaww m. AT III'4PEN NOA I HBO u<uE ,A AN FGH BEEN FARM MAINTAINABLE ��LU MAT PLAN AN Al IMPORT EVIL NORMAL PAN PLAN NEENT MIAMI I I. AN, CAMARA HAS I 11 NO APPARENT MEANT 9 APRIL AN ��MMEA�EDMP������W� CALS PERMANENT rWM�D ME IT NEED A ncnpCMRM ETARILRED MNSTNUC NENTRANCE µGA we/zB/20Y ME 7 ww=s rar.W m.ms rNG 2-1 PL US AN L_�a ALLARGENGE FOR My MAP Al IF - A.REA`N, AN or CWERED LEANING MEET LAW sau'nmmxu-TUTS OF II II PH - "- ""TALLB .msm........a 4� CA ME, Me ®m xrAWwP sCm EILI PDAI M CITY OF RENTON EARTHWORK & GRADING NOTES (9/1 1. NONCOMPLIANCE NTH EROSION CONTROL REQUIREMENTS, WATER QUALITY REQUIREMENTS AND CLEARING LIMITS MAY RESULT IN REVOCATION OF PROJECT PERMITS. PLAN APPROVAL AND BOND FORECLOSURES. 2. PRIOR TO ANY WORK INCLUDING GROUND DISTURBANCE, THE CONTRACTOR SHALL CONTACT THE CITY OF RENTON TO SCHEDULE A PRE -CONSTRUCTION MEETING. I PRIOR TO ANY SITE CONSTRUCTION (WHICH INCLUDES CLEARING/LOGGING, DEMOLITION, OR GRADING ME SITE), CLEARING LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE CONTRACTOR'S SURVEYOR. 4. ALL EARTiWORK SHALL BE PERFORMED IN ACCORDANCE WTH CITY OF RENTON STANDARDS. 5. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY BY MODIFIED PROCTOR LEST UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE SPECIFICATIONS. 6. APPROVAL BY CITY OF RENTON OF THE DRAINAGE AND TEMPORARY EROSION CONTROL PLANS DOES NOT INCLUDE APPROVAL OF THE GRADING ACTIVITIES SHOWN HEREIN. GRADING ACTIVITIES WITHIN TIE RIGHT-OF-WAY REQUIRE A PERMIT FROM MAT GRADING ACTIVITIES ON ADJACENT PROPERTIES REQUIRES WRITTEN APPROVAL BY ME ADJACENT PROPERTY OWNER. T. GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER 151H AND NO EXCAVATION TO BE PERFORMED BETWEEN OCTOBER 31ST AND APRIL 1ST UNLESS CONTRACTOR HAS OBTAINED WRITTEN APPROVAL BY CITY OF RENTON. B. MATCH EXISTING GRADES AT EDGE CONDITIONS AND PROVIDE SMOOTH TRANSITION. 9, SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM THE BUILDING FOR AT LEAST TWO FEET ON ALL SIDES OF THE BUILDING UNLESS NOTED OTHERWISE. 10. COORDINATE FINE GRADING FOR SURFACE DRAINAGE NTH LANDSCAPE INSTALLATION. FINE GRADING FOR SURFACE DRAINAGE SHALL OCCUR PRIOR TO PLANING AND MULCHING. GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT BOTH SUBGRADE AND FINISH GRADE. 11. UNLESS INDICATED OTHERWISE. THE EARTHWORK OPERATION SHALL AMEND THE SOILS FOR NON -PAVED AREAS WITH THE FOLLOWING MINIMUM. 3-INCHES OF COMPOST TILLED INTO THE TOP 12 INCHES OF NON-STRUCTURAL FILL AND NATIVE SOILS. ONCE AMENDED PROTECT SOILS FROM OVERCOMPACTION. IF AMENDED SOILS BECOME OVERCOMPACTED MEN RESTORE AT NO ADDITIONAL COST i0 OWNER. 12. FINISHED GRADING, FINE GRADE BENDS TO CONTOUR LINES AND GRADES SHOWN ON WINNING, 1/4" BELOW THE LEVEL OF ADJACENT WALLS, WALKS AND CURBS UNLESS NOTES OTHERWISE. ALLOW ROOM IN PLANT BEDS, COORDINATE NM LANDSCAPING PLANS FINE FINISH TOPSOIL TO MAKE SMOOTH AND EVEN AND REMOVING ALL EXTRANEOUS MATTER. /� LITCHFIELD ENGINEERING T rf-IFT1 0 BEST AVE UE NE FN TV l/�/��L/J,'irkland Washingto 034 21-6039 Fax 142 1821-ST39 Coppi9M © 2000 Litchfield Engineering. Inc. All rights reserved AVE APPLE PAVEMENT ) �A s r e �.P11 M A PALLOSIMENT �DON INDEX RATING A70 AT Bn TIE Ell PARENT 11 THAT LANE, ARIT MIX DEPTH 3PH ASSET SEED PRE me EXISTING AMONG OFTHE REAM Plx an ST. AM.. LIMIT is wurtR. mKCAMARA m AS ®��ew SHALL Rr was y AGe ARM SArw Ell"" TMER ANG ix xG us.P:: REAM s. muxssz mu AT THAT OF TIE AGING PARNENI4GDw wo 1ND Cn¢iasE VAR .. MAPS" I .� MI LEE REMOVED ANN Il WE TV ASHCHAR SHALL BE PLARNEG CH REMOVING OF WEIGN xUN MEN 11 ONE •..rzn.-:a:.w .w Sa IF MM DRAIN MEN THE SrcwAN MIT EVER CAME sau BE AFEREATHARCH FARM CHAMBER MIT 10 CWM101 1111 AN I NEVO HE z.AxGAim Aux PLO . 5 ay AY AN vE.0 rur. EW DmAl 9[WAU RAMP Me BE PDPRE O omm _r I Pn DIDPAO_ CRY OF RENTON CONSTRUCTION SEQUENCE SCHEDULE (PLEBS ) A. CONDUCT PRE -CONSTRUCTION MEETING. B. FLAG OR FENCE CLEARING LIMITS. C. POST SIGN NM NAME AND PHONE NUMBER OF TESL SUPERVISOR. D. INSTALL CATCH BASIN PROTECTION IF REQUIRED. E. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). F. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). G. CONSTRUCT SEDIMENT PONDS AND MAPS (IF NEEDED) NOT ANTICIPATED. H. GRADE AND STABILIZE CONSTRUCTION ROADS. I. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. J. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SIZE CONDITIONS CHANGE. THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH ME CITY TESC MINIMUM REQUIREMENTS. L. COVER ALL AREAS WITHIN ME SPECIFIED TIME FRAME WIN STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT M. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN ] DAYS. N. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, 0. UPON COMPLETION OF TIE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. PLABLUCHIMORKS MPAm Exr uTO1 RA51x Ix5ERT pq2 •uUs/zerzov FIT I FRI WATER MING, THE N. FELL PLAT MEAN PROPLAY MATTER .111 HER NAME Al nC�ARY TOM (KEPT NAME THE PROBLEM RENCH INITIAL Z MR MARC OR MOM AP MALL APRIL RAM COST MAINTAIN, LL I L FOR THAI OF .1 Au 11 SEE `oDB<m.e r m'.a mu':.iTu"a TIME AVdk - W HER III I Lw B- POST-CONSTRUCTION SOL QUALITY & DEPTH NOTES(NDOE BMP MEET) 1, SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LATER AND NATIVE TOPSOIL TO ME MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE TIE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED. CONTROLLED AREA. NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SIZE WHERE FEASIBLE. 2, SOIL QUALITY ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE. INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: A. TOPSOIL LAYER NTH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY NIGHT IN PLANTING BEDS. AND 5% ORGANIC MATTER CONTENT IN TURF AREAS. AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. TIE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT ME DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES MEN SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS. WHERE FEASIBLE. B. MULCH PLANING BEDS WTH 2 INCHES OF ORGANIC MATERIAL C. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: 1. THE ORGANIC CONTENT FOR PRE -APPROVED AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP 17.30: BIORETENTION CELLS, SWALES, AND PLANTER BOXES, WITH ME EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% ROSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%. AND A CARBON TO NITROGEN RATIO BELOW 25:1, TIE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35.1 FOR PLANINGS COMPOSED ENTIRELY OF PLANTS NAIVE TO TIE PUGET SOUND LOWLANDS REGION. 2. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSED MATERIAL MEETING (A.) ABOVE: OR OTHER ORGANIC MATERIALS AMENDED TO MEET ME CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B. TESTING PARAMETERS. IN WAC 173-350-220. TIE RESULTING SOIL SHOULD BE CONDUCIVE TO ME TYPE OF VEGETATION TO BE ESTABLISHED. 3. IMPLEMENTATION OPTIONS: ME SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NAIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT PRE -APPROVED" RATES. OR AT CUSTOM CALCULATED RAZES BASED ON TESTS OF TIE SOIL AND AMENDMENT 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET ME ORGANIC MATTER OR DEPTH REQUIREMENTS. EIMER AT A DEFAULT PRE -APPROVED RAZE OR AT A CUSTOM CALCULATED RATE. 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET ME REQUIREMENTS. MORE TUN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF ME SAME SITE. SOIL MAT ALREADY MEETS ME DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. LRsvm M•,FAS NOTED Rizo rDD Ew/1°BE DATUM CITY OF O E N iO N f� L V V RENTON Planning/Building/Public Works Dept. CIVIL CONSMUC70N PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL mw KAL CONSTRUCTION PLAN REMSIOOMMENT ONNER SUBMITTAL KAL 19-26-20 KAL REVISED PER Cltt REDLINE COMMENTS KAL 6-20.19 KAL wuBx KAL CONSTRUCTION PLAN LIST CITY SUBMITTAL KAL 3-21-19 KAL AN-NINFACH KALI IF NOT ONE INCH g'L` AC0fl0X LY REVISION BY DATE APPR ��., CRY OF RENTON TESC NOTES (9/2015) L BEFORE ANY CONSTRUCTION OR DEVELOPMENT AGTIMtt OCCURS. A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ME WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORIEWATER GENERAL PERMIT. IF IT IS REQUIRED FOR ME PROJECT. TIE APPLICANT SHALL PROVIDE ME CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH ME CONSTRUCTION STDRMWATER GENERAL PERMIT 3. THE ESC PLAN SET SHALL INCLUDE ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. [AVE. 4. THE BOUNDARIES OF THE CLEARINGLIMITS, SENSITIVE AREAS AND MEEK BUFFERS, AND AREAS I0 OF VEGETATION PRESERVATTONAND ANDD TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL 00 BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD NTH APPENDIX D THE CITY OF A (RENTONOE SURFACE WATER DESIGN MANUAL SWDXPANCE PRIOR ION.RENTON CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE T O DISTURBANCE TO THE START OF O LNG SHALL BEYOND ME CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED O BY THE APPLICANT/ ESC SUPERVISOR FOR DURATION OFT UGINNI S STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLEDTHE L AT THE BEGINNING OF IFFEEFFES THE CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, N SUCH AS CONSTRUCTED EEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE U THAT ALL PAARE AREAS ARE KEPT CLEAN AND TRACKOUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR DURATION OF ME PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING NET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STALE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE MUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. C Z ALL REQUIRED ESC SHALL CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING TION ANDIN OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A CONDITION UNTIL SUCH TIME THAT CLEARING AND. CONSTRUCTION IS H I COMPLETE AN ALL COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. TIE IMPLEMENTATION, MAINTENANCE. REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. M 8, ANY HAZARDOUS MATERIALS OR LIQUIDPRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE III RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED BE MINIMUM REQUIREMENTS TO C) O . CONSTRUCTION MEET ANIICIPATIT SIZE CONDITIONS. AS O AND UNEXPECTED OR O LPROGRESSES SEASONAL DICTATE THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL O ARY T ES BE NECESSARY ENSURE COMPLETE SILTATION CONTROL ON TIE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BEME OBLIGATION AND RESPONSIBILITY OF ME ST APPLICANT TO ADDRESS ANY NEW CONDIDI TIONS THAT MAY BE CREATED BY ME AS AND MAY TO PROVIDE ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY N ABE PROTECT I NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. R DOES NOT CONSISTS AN APPROVAL OF STORM Q DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESMICTORS, CHANNELS, OR SiORMWAIER FACILITIES. J 11. ANY DEPPLATERING SYSTEM NECESSARY FOR CONSTRUCTION OF STORMWAffiR FACNIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12, ANY AREAS OF EXPOSED SOILS,INCLUDING NG ROADWAY EMBANKMENTS, THAT WILL NOT BE ME OR DISTURBED FOR RING DAYS DURING THE NET SEASON (OCTOBER LIST THROUGH APRIL SEVEN DAYS DURING THE DRY SEASON ( MAY EST THROUGH SEPTEM(ER 30M) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS L SEEDING, MULCHING, WITH APPENDIX D OF THE SWDM. PLASTIC COVERING, ETC.) IN E RENTON 13. NTS APPLY BETWEEN SEASON ESC REQUIREMENTS APPLY i0 ALL CONSTRUCTION SITES BETWEEN OCTOBER LIST ANETND AND APRIL UNLESS OTHERWISE APPROVE, BY THE CITY, 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE NEEDING ADDRESSED WITHIN SEVEN DAYS. 16. THE ESC BMPS ON INACTIVEE SITES INSPECTED AND MAINTAINED AT A MINIMUM OF SITES SHALL OP WI ONCE A MONTH OR THIN 26 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THEE CITY. CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION CATCH BASIN INSERTS PER ME CITY ALL STANDARD PLAN 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS OPE AND R S OF OFF THAT WITHIN 500 FEET A DESERTED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET E CONVEYED TO A SEDIMENT POND TRAP. ALL CATCH BASIN INSERTS SHALL CWILL I SS BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. D. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINESNES SHALL BE CLEANED PRIOR PAVING . THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNIN STREAM SYS 16. ANTNY PERMANENT STDRMWATER FACILITY LOCATION USED AS A TEMPORARY BASIN ADEQUATE TOR SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEOVAM STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE TEMPORARY FACILITY SHALL ROUGH GRADE, SO TEAT ME BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF TIE PERMANENT AGILITY 19. AREAS DESIGNATED ON SHE PLAN( EXISTING STDRMWATER FACILITIES OR ON - PERMEABLE PAVEMENT, ETC.) SHALL CLEARLY T TION, PER ( AMENDED SOBS, BIOREIENME FENBMPS T TI CENSER AND PROTECTED USING ESC BMPS i0 AVOID SEDIMENTATION AND COMPACTION DURING 20. PRIOR TO THE BEGINNING OF THE NET SEASON 1ST). ALL DISTURBED AREAS SHALL BE INSPECTED TO PR WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR BE SODDED .DIST R THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE NET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR RENEW. B 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE. THE PROJECT SHE SHALL STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT ALLLL ESC BMPS SHALL BE REMOVED, AND STDRMWATER CONVEYANCE SYSTEMS. FACILITIES, AND SHE BMPS SHALL BE AREA ME PROJECT RESTORE, TO THEIR FULLY CONDITION. ALL DISTURBED AREAS ORFUNCTIONING HERWI I SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED ORSEEDED AND MULCHED TO ENSURE MAT Si COVER WILL DEVELOP SHORTLY AFTER FINAL ADEQUATE AL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPE, BEFORE O1ST 22. ROCKERIES ARE CONSIDERED TOO BE BE AMET OF BANK STABILIZATION AND EROSION CONTROL. CONSTRUCTED AS RETAINING WALLS. ALL ROCKERIES ROCKERIES SHALL NOT BE SE TO S IN CITY ROAD RIGHTS- OF -WAY AT SHALLHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROOKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WM ME INTERNATIONAL BUILDING CODE. L TO DECREASE THE EXPOSED SUL AREAS, CONTRACTOR TO MAINTAIN EXISTING VEGETATION TO TIE MAXIMUM EXTENT POSSIBLE. 2. CONTRACTOR TO POWER BROW RIGHT OF WAY PAVEMENT WHEN NECESSARY AND AT THE END OF EACH WORK DAY. KEEP CLEAN OF ALL MUD AND DEBRIS. Q J C_ I - IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O DEVELOPMENT ENGINEERING O msippo 06/25/2021 (D Z 0 Z J NEED GREENS LANDING SHORT PLAT U) 5008 NE 2ND STREET FIELDEPOOKIMEN Z LU w9 CITY OF RENTON STANDARD DETAILS NEC SHIPME. On 16 C�'3 R-418309 M 00 T I N "A E r= I - - BECLAN (AKA < IL ss e$CHI BECLAN PLACE) _ CIE VOL. 262, PG. 43-45 a= _ O a 9 APN #064422150180 '033 CHIEF - ° /� V Z _ ss R 6+50_ VJ �— Z a /Wr[ O H11- PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT PROPOSED SANITARY SEWER NOTES SEE SANITARY SEWER PROFILE IS NOTES SHEET 11. ,n SAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT PATCHING PER ED �V'JJ COB 110, 110.1 & 110.2. NE 2ND ST. STA. 19+95.16-36.YB EX. SSMH N1 SEE PLAN & PROFILE FOR ELEVATIONS O2 NEW 8" SANITARY SEWER CONNECTION TO EXISTING SSMH M1 TO BE CORED PER CITY OF RENTON STANDARDS. RECHANNEL SSMH FOR NEW CONNECTION. PATCH MANHOLE PER SO CDR 106. HE 2ND ST. STA. 19+54.05-51L O3 CONSTRUCT SSMH #2 PER SO CDR 400.1 & 401. SEE PLAN & PROFILE FOR ELEVATIONS. - II r 8 8 8 a=N�wee q P I I 17 3�P� I e a m� m e $CrS Nz_ gPRM I $I o 6 m„ s "s TR. As _ Ce APN $Ofi421501>OZ a`. 3=„APN Y0642t50160� aggae 3 APN g0642150310 2 8 "'� l S,m' 2C I^��s E7Ne dti',y}c4 �aWWm isWWS 1 ®r r® Do V . --_a16---- -_ v -� nt- Z w IESOD) a ___ 1 5 p h e IE 40s6 _ SS� \ 5 SSW E 5 1`) E; Z),gb &Mt O h 5 SSW-�- � 0 en i -N __ `off Vie__________________ _ / en / Pe a ______________________ N_ )o EDCAN Cf)NO $ w 10 PVT SIDE SPER EASEMENT / TL'S I OX O e G o =1 o OVER LOT 1 FOR THE BEIRUT wreWW OT 0^a o00 o Of LOT I&LOT 2 / U Ste_ �, A /APN �2309219 `$e / ]' 10 PVT. 9DE SEMflt EAYIIFN� / I 16 \ i OVER LOT 4 FNf T1E MNER1 / 0 OF LOT ] & LOT 4 / e > I LOT 1 ¢ �a LOT 4 e LOT 5 j L/OT 6 ��`�� Q 11 N s.]a x m, fT s.]ro x m. FT, y I �.5% z sa. Fr I /5,Da6 t sa F1- 407-01 5 1 5 IF 395Ja 1 1 24 IEObB 5 IE LEGEND / 141E 16LF 1 • FOUND CONCRETE MONUMENT / / S-0.002/0 S$0.01Do 1 15' G SIGN AS NOTED ON PLANS 1 // 0 MAILBOX 0-�UTILITY POLE WITH LUMINARE A WATER METER I c F-414 ___A FIRE HYDRANTWATER VALVE _____________CATCH BASIN CATCH BASIN TYPE 2 o0O UTILITY BOX AS NOTED ON PUNS ----�v // // I A�-i.7;1 _ WASTEWATER MANHOLE H, / I TR- R i - G - APPROX. GAS LINE LOCATION LOT 2 LOT 3 / / 1 WW,�p�p pi1{rryw - W - APPROX. WATER LINE LOCATION / I MATE �1� „'T"T'-T'-" S,aW f m. Fi. / / 5 7 D -SD- APPROX. STORMWATER LINE LOCATION 412— 4981 f m. FT._ _ 533_CIL E-APPROX. OVERHEAD UTILS- APPROX. WASTEWATER ITY LINE LOCATION aNE LOCATION z 1 D EXISTING ET REV CONCRETE 0 EXISTING CONCREIE - - \ - - - E%ISTNG GRAVEL PROPOSED STORM GRAIN \-/ // din — PROPOSED SANITARY SEWER MAIN o 6'MOW FREE — PROPOSED WATER MAIN 'f° - V W000FORCE Nov PROPOSED ASPHALT PAVING o EXISTING UTLffY NOTE: e LOT 3 ® PROPOSED GRIND &OVERLAY PAVNG o APN #1523059218 0 PROPOSED CONCRETE LOCATION OF E%ISTING UTILITIES SHOWN, IF ANY, IS APPROXIMATE & MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT ■ PROPOSED CATCH BASIN OR YARD DRAIN IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION & DEPTH OF ALL UTILITIES PRIOR TO z PROCEEDING M-1 CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO ® PROPOSED CATCH BASIN TYPE 2 Q THE START OF CONSTRUCTION. • PROPOSED WASTEWATER MANHOLE SURVEY NOTE PROPOSED CLEANOUT ■ PROPOSED WATER METER EXISTING SURVEY FEATURES. BOUNDARY It TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN a PROPOSED SIGN PREPARED, BASED UPON INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE 00 PROPOSED LISPS NDCBU RELIABLE, PUTMAN ENGINEERING CANNOT ENSURE THE ACCURACY & THEREFORE IS NOT RESPONSIBLE FOR THE (REM) TO BE REMOVED ACCURACY OF DATA OR INFORMATION PROVIDED BY OTHERS. OR FOR ANY ERRORS OR OMISSIONS WHICH MAY (REL) TO BE RELOCATED HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. MWSELMAXIMUM WATER SURFACE ELEVATION ADDITIONAL SURVEY NOTE WOSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION BOUNDARY AND TOPOGRAPHY NOTE: THE ON -SITE BOUNDARY AND TOPOGRAPHICAL MAPPING WAS PROVIDED BY CENTRE COUNTS CONSULTANTS, INC. SEE THIS SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN HEREON. TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION d1 P ■0Mh0 D•&• BMx� YaM Dp 1-800-424-5555 Ui4 Udwpantl LaMxMun CaM mJMTMARwq STAMP NOT VALID LITCHFIELD ENGINEERING Trf-1 12840 BIST AVENUE NE 4 E tit Kirkland Washington 98034 3 Te114261821-5038 RUN (42 )821-5739 2 1 Coppi9al © 2000 Litchfield Engineering. Inc. All rights reserve CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER REVISION P:. Eaek&a 2 aesW e a HE 2ND ST. STA. 18+35.55-5'L ©CONSTRUCT SSMH ®3 PER SO COR 400.1 & 401. PROVIDE STUB & CAP FOR FUTURE CONNECTION. SEE PLAN & PROFILE FOR ELEVATIONS. 0 CONSTRUCT CLEANOUT TO GRADE PER SO COR HOST ©CONSTRUCT C PVC SANITARY SIDE SEWER PER SO COB 406.1 AT S=0.0200. CAP & MARK END. OCONSTRUCT 6N PVC SANITARY SIDE SEWER RISER CONNECTION TO SEWER MAIN PER ED COB 409 & 406.1 CAP & MARK END. 5 HER HOLM 4 — SIDE SEWER NOTE: \ SANITARY SIDE SEWER STATIONING SHOWN IS FROM NEAREST DOWNSTREAM MANHOLE. MINIMUM S=0. / SLOPE ON SANITARY SIDE SEWER IS 3=0.0200'/' S- wh Nu GRAPHIC SCALE 99 20 0 10 20 n LBOX OW LStlN J = SCALE N FEET 02 � 1^=2D' 17480 MATCH LINE SEE LOWER LEFT e p Anld EFI am / - x.S OS� Te 3 - ; o a� NN 19+54.05-51 0s"m5 EJ12 B4TOP 02 OWm$� / RIDD�DIN No e2020WO X� / I I 5 TELEPHONE EASEMENT PER RECORDING N0.:V00290514 h� E�0+47N6'SS ONE SEWER Po 1 6 J / E fi S5=W614 (UPPER) y9I' -/ IE 6'S3 Sat0(LOMfR) „ I d Rg LID P� m En (n r ig mg y W W 0- N I $ } On (V ON a_ 0 0 °' Nn I AI o O00 W N r n O J z O UC O O I- y a CD BACNCULL E%. In -DITCH � pW ZA BmAECNO WING a �� R e x�XSen I I � I/ S AIR Loud R _ 1 CS" ES ;W W &n NN r 9+00 MATCH LIE SEE UPPER RIGHT VERNON, Need Im KAL 4-2I-21 KAL rw.tvm M•,[QS NOTED "� w/101 Al CI OF OF i r T KAL 10-2bM KAL omw KAL 'R RENTON y O V KAL 6-20.19 KAL "'Ne" KAL f\ KAL 3-21-19 KAL `" MEN DATUM KAL IF NET ONE INCH Planning/Building/Public Works Dept. BY DATE APPR .... g"` A0°°fl%1 LY INNN- 00 '11- O N r L� LOC. ON IX_. IR' 9TOP � SOLD T IF MILAN NEW 12�SE m IE M&O Ek 18' CP 22 I ' e 1 =S „r IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING O msippo 06/25/2021 � Z_ 0 Z Q CIFIE J GREEN'S LANDING SHORT PLAT 4-23-21 U) 5008 NE 2ND STREET - Z W 10 SANITARY SEWER PLAN w On16 0 S-418301 N d ► ► E 0 Y FOR Q J IRA— Cc O z_ 0 z Q J CIA W W Cc V O M E Y/OEIIp OWN Tall Db 1-800-424-5555 UiaWlIDURAN tl IDIA) ll Canter DJJRjbI,ORNA) SEE 11 MAN AN MIDEAST MAN AND MOTOR PAINTS I TO MASS STEPS - MISSOURI STEPS SHANAL SE DOWNS III IN m WIMPOLE MAN Pwi E' ARM AND ANSI MALL A IMARM MAN MAIN AN PAST IN DATE MPACTM SUPREME AN W MIME AND AN AMI�A AN I I STEPS ANN A PC A PLACE RAISE MQANE MIME ME INSTANT) • SANITARY MIME III ONE" ,1II� MAIN' .'Amn,c-r.ISMAT,mw • PERMIT MAN ASIA DEPT SAMEALL OMAN LINE INSIDE NORMAN A UP IMPACT PIK MM MiI MAIN AN MUST "A AN Al-WM. KIMW 2 -RANAN MME IS Rises PREARM DRUM AN MINES IN PREAND ANNE& MAN MUST MEASSE TO AMPAINT MANOR D[ounuEW STANDARD SANITARY MANHOLE STAMP NOT VALID COVER SECTION VIEW BOLnxc DETAIL. GASKET GROOVE A STAN IN FRAME SECTION VIEW ueunm[xr MANHOMFRAME.WDf R Ouxug/L/SM91 LITCHFIELD ENGINEERING T rf-IFT1 0 Al AVENUE NE irkland Washingto198034 3 21-6039 FNx 14261821-6739 2 Copyright © PODO Litchfield Engineering. Inc. All iigM1Oe reserved Al •.�� • • •�u'� ••• �• i mN.n o m• S�rcn w.OE AD FRAME AT I SEEN MAN MUST ANTAT AS �, a AT TO MAN ."" l �p_sa'.q , .�I''1 — e o \„ . A NAR H,..E'<..A Aa<, c...o.nMAN r e R..n.ww.w MAN PERMIT N' �,b MAIN WI OEM DRAIN A ANN ANY rmseoAM a...,. TA m. ,vrz AM r�.M i€ A I AxAE '�.,...,a.,.®m rSNDM..w�ss n_____ _____ _ _ __ _____ _ _ a 1 T \ -,/•' RT oar a nnl _T \IN SEND UP �M MA aw cw �M NO MAN LIMA' - Mn eA,D ak "I PASS AS M..e.x v., wuP .N n ° STANDAwe AMAN SSSAN mad ......�va4 �.. .,.d...d DRAIN. MI d. : vA ` .T. �, a. vmN �SE.aM M.. , T n vu ...-<vn1 .0 . PAN' sn ... o'+ .. ,. T«cN.w AN LAW M, Ionic MOM NOTE MUD- A AREMPAS OMER, MAN, AN . AN .. ANAL AREA A ANA , N UPS A, PART ANAT AN A A MUD, IT, E .:•-Mellin O Dune a'M6'GF.Wprt SORSVSRMYSAVERMN Mahn PUWNWE6 SIDE SEWS Pa6WeAYze/zm O x en M _ MAURNMTNT• IN TO PRIoxe,• (SEWER MAIN TO V0.OVEPlYLIHEI M IFEFSIDE ettlelFSAMwaewen MallF Amavm M•,F AS NOTED P1 wo I°V/1°°� DATUM CITYOF FO rlYl IOISI R L I V I V Planning/Building/Public Works Dept. CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 5-23-21 KAL mw KAL CONSTRUCTION PLAN REVISIONS/NEW OWNER SUBMITTAL KAL la-2&M KAL REVISED PER CITY REDLINE COMMENTS KAL 6-20.19 KAL E KAL CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL `" KAL IF AT ONE INCH g'3E"C0fl0XELY REVISION BY DATE Al wPwvED.. LEGEND FOUND CONCRETE MONUMENT d SIGN AS NOTED ON PLANS 0 MAILBOX 0- r(UTIUTY POLE WITH LUMINARE ® WATER METER A FIRE HYDRANT D4 WATER VALVE ® CATCH BASIN CATCH BASIN TYPE 2 o u c UTILITY BOX AS NOTED ON PLANS WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION - W - APPROX. WATER LINE LOCATION -SO- APPROX. STORMWATER LINE LOCATION -SSS—SS- APPROX. WASTEWATER LINE LOCATION - E - APPROX. OVERHEAD UTILITY LINE LOCATION Q EXISTING ASPHALT PAVING EXISTING CONCRETE -'•,"^_fM EXISTING GRAVEL PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAVING PROPOSED CONCRETE ■ PROPOSED CATCH BASIN OR YARD DRAIN ® PROPOSED CATCH BASIN TYPE 2 • PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT PROPOSED WATER METER ATI PROPOSED SIGN 00 PROPOSED USES NDCBU (FEET)TO BE REMOVED (FELT TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WASELWATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION N U T. H INC N Q J Q J D_ H IN COMPLIANCE WITH CITY OF RENTON STANDARDS O_ DEVELOPMENT ENGINEERING O msippo 06/25/2021 AM z LANDING SHORT PLAT Mh4-23-21 NJ U) 5008 NE 2ND STREET "- SANITARY SEWER PROFILE & DETAILS _ z W C'S "" 16 S-418302 PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT gw W _ II rN �s g " = _ s - BECLAN (AKA-sW era P Via. �" BECLAN PLACE)e = I 17 "� 6 < ��„ TR. A 9z5,g '& �� @ VOL. 262, PG. 43-45 _ $o APN 06421501 JOR gSN & d§S2 APN /0642150310 m & WI£W Sm ws--� _ _ 8 APN 06421501608 w 18 ffee uq� m Eoday y. \ S m APN #0642150160 +rir8 b g' e• gg .�O, L IL w CHI 6+00 _ _ 6+50 _ +T - _ 6p - - 'HIE Rwo- _ V tt Z � tt� V A R JJ Lu UI aZN = _/____- ___ _______- _-00 1E '� E%.GA ($ JBO% Q 0 IN I o (RFL) w�ww U N �� �0 APN o23059219 / �•I 3YR is1XLLI ¢ LEG g bra _J o I LOT 1 ¢ LOT 4 11 LOT 5 L/OT 6 11 1 Q 5,344 f S0. FTC 5,]00 4 M FT 4,999 f s0. R. /5,03fi f SO. Fr I / well LEGEND FOUND CONCRETE MONUMENT d SIGN AS NOTED ON PLANS D MAILBOX 0UTILITY POLE MT3 LUMINARE m WRIER METER // / / / I AV A FIRE HYDRANT -414- / _ _z to / DO WATER VALVE - F // - - r7 ® CATCH BASIN F_------------ y_____j - C _� `W I / 1 ® CATCH BASIN TYPE 2 1 I I 1 1/ 1) 1 1 X ICI I% 0(ol < UTILITY BOX AS NOTED ON PLANS W WASTEWATER MANHOLE \�I 0 - G - APPROX. GAS LINE LOCATION / Il T1 r. Y _ / I -W-APPROX. WATER LINE LOCATION SLvOTsg2T LOT3 I / /' l FORM I�q r• / a �'I" / 11 1 A�4 5�M 1Bt "k/ jTRAI 1 ®_ EXISTING OVERHEAD TPAMNG LIN_SD_ APPROX. STORMWATER LINE E LOCATION aI /ice_-412----- i- _-S859f m. 1./ ///// I /// / / II 4-p1T -i _R 1 /-' /.I• m -SSS SS- APPROX. WASTEWATER LINE LOCATION I1 / XISTING XISTING CONCRETE Y / �/ iS s / I / im GRAVEL —PROPOSED STORM DRAIN1_______-____Lb=L_��=�_�_�_�_�=�=1 PROPOSED SANITARY SEWER MAIN u PROPOSED WATER MAIN o SMOG FENCE _ i PROPOSED ASPHALT PAMNG o -' E WD00 FEN LOT 3 Ap6 ApA q ® PROPOSED GRIND & OVERLAY HAVING(p o APN p1523059218 0 0 PROPOSED CONCRETE r� E=TNG UTILITY NOTE: , ■ PROPOSED CATCH BASIN OR YARD DRAIN ® PROPOSED CATCH BASIN TYPE 2 z LOCATION OF EXISTING UBUTES SHOWN, IF ANY, IS APPROXIMATE & MAY NOT BE ACCURATE OR ALL _ • PROPOSED WASTEWATER MANHOLE < IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION & DEPTH OF ALL UTILITIES PRIOR °• • PROPOSED CLEANOUT PROCEEDING MTH CONSTRUCTON. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIM THE START OF CONSraucPON. 0 PROPOSED WATER METER / a PRoaosED SIGNSURVEY NOTE: I / ➢ 00 PROPOSED LISPS NOCBU EXISTING SURVEY FEATURES, BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEI / (REM.)TO BE REMOVED PREPARED, BASED UPON INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELII q (REL) TO BE RELOCATED RELIABLE. PITTMAN ENGINEERING CANNOT ENSURE THE ACCURACY & THEREFORE IS NOT RESPONSIBLE MWSELMAXIMUM WATER SURFACE ELEVATION ACCURACY OF DATA OR INFORMATION PROVIDED BY OTHERS, OR FOR ANY ERRORS OR OMISSIONS WF WQSEL WATER QUALITY WATER SURFACE ELEV. HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT / (TYP),TYPTYPICAL ADDITIONAL SURVEY NOTE `- P PAVEMENT ELEVATION 9 TO TOP OF CURB ELEVATION BOUNDARY AND TOPOGRAPHY NOTE: THE ON -SIZE BOUNDARY AND TOPOGRAPHICAL MAPPING WAS Pf Z G GUTTER ELEVATION CENTRE POINTE CONSULTANTS, INC. SEE THIS SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN I E C CONCRETE ELEVATION = x FOOTING DRAIN NOTE / o FOOTING DRAINS CONNECTING TO THE DETENDON/WATER QUALITY VAULT 1 SHALL BE SET ABOVE THE MAXIMUM WATER SURFACE ELEVATION "MWSEL" fi♦eo MATCH LINE CY P 11M»MIO D•Y• BMx� YIN Oy 1-800-424-5555 Ui• Udwpantl locebn C•411•F mJ�FMARNN STAMP NOT VALID LITCHFIELD ENGINEERING Trf-l12840it AVENUE NE Kirklan1l d W Washington 980 34 3 Te1I4261821-5038 1 (42)821-5739 2 1 Coppight © 20W Litchfield Engineering. Inc. All 61 reserved N0. y GRAPHIC SCALE 20I� 0010 20 BCALWJ E IN FEET 1"=20' / vi rn 9 � (n o Z LLJ a=) 0 1N U Lu a ZI . (D n CML CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL@ M•,.AS NOTED eiraMw 1VD 1°M/'°°' CI OF KAL CONSTRUCTION PLAN REMSIOOMMENT OWNER SUBMITTAL NAIL 10.28-M NAIL FO E N TO N REMSED PER CITY REDLINE COMMENTS KAL 6-20.19 KAL wu x KAL f\ L V V CONSTRUCTION PLAN LIST CITY SUBMITTAL NAIL 3-21-19 NAIL `" INCH DATUM KAL IF NET ONE INCH Planning/Building/Public Works Dept. REVISION BY DATE APPR ��., g"`"CC0fl0X"Y PROPOSED WATER NOTES SEE KCWD 090 PROFILE& DETAILS SHEET 13 & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT OSAWCUT PATCHING PER ED COB 110, 110A & 110.2. HE 2ND ST. 18+23f, 15.7'R HE 2ND ST. 1-8" 45' HORIZONTAL BEND (MJ) W/ RESTRAINED JOINT PIPE (RJ) 1-8" D.I. SPOOL (LF AS REQUIRED) 1-8" SLEEVE (NJ) O2 W/ THRUST BLOCKING (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN REPLACEMENT AREA. EX. WATERMAIN TO REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WITH KCWD p90 INSPECTOR) HE 2ND ST, 18+33A5, 5.7A I� O1-8" 45' HORIZONTAL BEND (MJ) W/ RESTRAINED JOINT PIPE (RJ) 00 W/ THRUST BLOCKING (] HE 2ND ST. STA. 18+36t C:) RECONNECT WATER SERMCE FROM EXISTING METER ON ADJACENT Loi 4 TO WEST TO NEW WATERMAIN PER KIM p90 STANDARDS. r ABANDON EXISTING WATER SERMCE AT EXISTING MAIN. (V �! HE SLID ST. 18+683 REMOVE I -EXISTING METER SERVING PROJECT SITE & RETURN TO NOW) 0 B90 FOR CREDIT ON 1-NEW METER FOR LOT. ABANDON EXISTING WATER SERVICE AT MAIN. (WATER SERMCE TO REMAIN ACTIVE AS DIRECTED BY OWNER DURING COrvSTRUCT10NJ © HE 2ND ST. STA. 18+913 RECONNECT WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM EXISTING 8" WATERMAIN TO NEW WATERMAIN PER KCWD K90 STANDARDS. ORECONNECT HE 2ND ST. STA. 19+012 WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM EXISTING BE WATERMAIN TO NEW WATERMAIN PER KCWD Y90 STANDARDS. HE 2ND ST, STA, 19+982. 5.7R Ch REMOVE EX. 8" 45' HORIZONTAL BEND. Ln (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN O AREA. EX. WATERMAIN TO REMAIN IN SERMCE DURING ®REPLACEMENT CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WIIH KCWD #90 O INSPECTOR) 0 1-8" D.I. SPOOL (LF AS REQUIRED) O 1-8" SLEEVE (NJ) _ HE 2ND ST. ABANDON EXISTING WATERMAIN IN PLACE IN AREA OF NEW N O9 WATERMAIN REPLACEMENT PER NOW #90 STANDARDS. Q HOOUTAM AVE. HE STA. 7+47, 7+49, 7+68, 7+70, 9+04 & 9+06 D CONSTRUCT 3/4" WATER SERVICE. TYP. FOR NEW LOTS 1 THROUGH 6 J PER KCWD #90 STANDARDS. 17+60 MATCH LIE SEE LOWER LEFT + . OEd I Ch ho' I + � I X I 83 o �> m o°� Co a= n O CY Ln m 1 g Z GO N n I O DO HN n O O n el O )O J I a an NH CD I d BIN I 6$} k AX5e� g^ W megggg r w--- w� =aw N COMPLIANCE WITH CITY OF RENTON STANDARDS Ir 2 DEVELOPMENT ENGINEERING (n msippo 06/25/2021 0 (j Z 0 Z J GREEN'S LANDING SHORT PLAT MTI4-23-21 U) 5008 NE 2ND STREET KING COUNTY WATER DISTRICT #90 CROVINO- W WATER PLAN 12 w (FOR REFERENCE ONLY) SHEET. On16 (D b R-418310 M 00 T i0 V n 7 Q J O CHI z_ 0 z Q J I z W W Cc V CY P YlMllp � B9bv YwYw 0Ip 1-800-424-5555 UiF Udwpantl locebn Gallia! mJEFMARwq STAMP NOT VALID LITCHFIELD ENGINEERING 12840 81ST AVENUE NE 4 CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 1-23-21 KAL M•,. AS NOTED °uX1°°' CITY OF rmtv[c Rrwu � r \ I I� I tiA Kirkland Washington 98034 3 CONSTRUCTION PLAN RENSIONSMEW OWNER SUBMITTAL KAL la-2 N KAL omw KAL FO L y TO V Te1I4251821-5038 Fax(425)821-5Ta^T 2 REVISED PER CITY REDLINE COMMENTS KAL III KAL num. KAL f\ 1 CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 1-21-19 KAL 2KNECHDATUM " KAL Planning/Building/Public Works Dept. IF NET ONE INCH Copyright © 200o Litchfield Engineering. Inc. All Irl resew. N0. REVISION BY DATE APPR u„ FREE "CC0fl0X"Y LEGEND FOUND CONCRETE MONUMENT d SIGN AS NOTED ON PLANS 0 MAILBOX 0-i UTILITY POLE WITH LUMINARE B WATER METER A FIRE HYDRANT D4 WATER VALVE El CATCH BASIN ® CATCH BASIN TYPE 2 o u c UTILITY BOX AS NOTED ON PLANS WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION - W - APPROX. WATER LINE LOCATION -SD- APPROX. STORMWATER LINE LOCATION -SSS—SS- APPROX. WASTEWATER LINE LOCATION - E - APPROX. OVERHEAD UTILITY LINE LOCATION O EXISTING ASPHALT PAVING 0 EXISTING CONCRETE EXISTING GRAVEL PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAYING Q PROPOSED CONCRETE ■ PROPOSED CATCH BASIN OR YARD DRAIN PROPOSED CATCH BASIN TYPE 2 PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT e PROPOSED WATER METER PROPOSED SIGN 00 PROPOSED USPS NDCBU (REM.)TO BE REMOVED (REL.) TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WQSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 06/25/2021 GREEN'S LANDING SHORT PLAT 5008 NE 2ND STREET KING COUNTY WATER DISTRICT #90 WATER PROFILE (FOR REFERENCE ONLY) 4-23-21 ORFENNA NO 13 Do T Q O T N u M LO O O O O T N Q J R-418311 ch 00 T 0 1 0 H- a J d H- O '2 U) V Z F Z Q J cn Z W W Ir CD 11 •• I 10,726 I�I i• N 40 p, es w ..'�• .a�� PIN a ®e�a.,�. o ��� ..� �� . '';.� r.'VIr mlomwNI iva O?O�OOd "."`1 aci'v� ��Qa4Q,.t A."otQA0�00� I��cti ��•71��ii . 1 11 • 7I4 SI� • c _ EXISTING 7REE5 LEGEND: I PLANT SGHEDULE LOT 3 APN #1523059218 MOQUTAM,AVE. REPLACEMENT TREES BOTANICAL NAME / COMMON NAME SIZE OTY TREES TO Acer Polmatum / Japanese Maple Variety 2" Gal. 4 REMAIN Galocedrus decurrens / Incense Cedar 6' Ht. min 14 STREET TREE BOTANICAL NAME / COMMON NAME SIZE OTY OFF SITE TREES TO BE PROTECTED • Ouercus polustris 'Crowrright' / Oromright Pin Oak 2"Cal T Large Street tree, ovg. spacing 60' o.c. TREE PROTECTION GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE SPACING CITY FENCING Arctostaphylas uva-unl / Klnniklnnick 4"pot 18" o.c. 334 Frogorlo chlloenels 'Lipstick' / Beach Strawberry 4"pot IB" o.c. 5,125 SEEM BOTANICAL NAME / COMMON NAME '€ SPACING EROSION CONTROL MIX Hydroseed 5,5'f6 sf w Root of Design 206.4CIIA545 1.3d..ye hdE Stanwood, WA 98292 ^ www.rootofdasignaom �rtli �w "^.1m N0. REVISION Bl' DATE A 4 4S 00 • f00 ?OroOtgy,b� / TR B ` ,'� sia•nAlfx /m¢ ttrtllllm mecr 1 ; 1 U) m � 1I1IQ W �N IN � LL z W Q z ' GRAPHIC SCALE 10' n. .ANDSGAPE i I inch . 20 Poet SUFFER I ER PLANT SCHEDULE SHRUBS BOTANICAL NAME / COMMON NAME SIZE OT' ©. Mohonia ao,ulfollum / Oregon Grope 2901 52 1O' STREET FRONT LANDSCAPE BOTANICAL NAME / COMMON NAME SIZE OT' Q Lovondulo angustlfolla 'Hidcote Blue' / Hidcote Blue Lavender 2 gal 24 Nondina domestica '6ulf 5tream' TM / Heavenly Bamboo 2901 55 Q Pennisetum alopecuroldes Hameln'/ Hameln Dwarf Fountoln Grass 2901 55 Prunus lourocerosus 'Mount Vernon'/ Mount Vernon Laurel 2901 66 (D Splraea japonica Magic Carpet' / Magic Carpet Spires 2 gal 14 GREEN'S LANDING SHORT PLAN 6,21 5008 NE 2nd STREET, RENTON LANDSCAPE PLAN 0_A 101.)10 N U H Q J d 1- cr O cD Z CD Q J U Z W LLJ CD M DD I n 1♦ 1 ---------__ -�-- T- HOQUTAM�PVE. NE X1 R/W DEDICATON 6�\ 4 /� X65 6 — — galagarro 10726 DRi S0W. rognaRolla \ 7 ,a \ Ft. • _ � N OORB'OB" 271• � � � LLl 1 r-------------------- i \ I 0NLL I Ssn•,Paxr rzm 1 ,• 1 �J`<���i I I _______ _ __� —0j i I , wr�oxr rw®nar® I i Im s7 rum II it i3 s�rrona I 05 1 I 1 g I i 3XL T1 i a i LOT I I I ILOT 4 S0. FT I 1 SNDC f W Fi. 899 3 S0. ff. N � a L------------ —__—_- ___________________J i _ ` Y 1 / 4_ __ �________ X IX5 / 1 X 4 1 29 36 <— 7 Xa / 1 -_--- \ rAlm LOT 2 LO I 31 33 5,98J f SU. FL 9 i / 5,L( SU. F1. // I /X1r i % / 1 It J — --— \\N0D'l�t'14"E 96d58' 20 LOT 3 APN #1523059218 TREE DENSITY TABLE LOT LOT 51ZE MIN. SIGNIFICANT TREES REQUIRED NEW TREES RETAINED TREES COMPLIANT 1 5,544 SF 2 Ia2" Gal., 5®6 Ht. min. O YES 2 51983 5F 2 0 #4 1#10 4 #11 YES S 5,559 SF 2 O #14, #15, #16 4 #25 YE5 4 5,500 5F 2 ®2" Gal., ®6' Ht. min. •5'1, #56 4 #51 YES 5 4,b99 SF 2 ®2" Gal., Ieob' Ht. min. O YES 6 5,056 SF 2 1 a2" Gal., 4®6' Ht. min. O 1 YES DETACHED SINGLE FAMILY DEVELOPMENT: TWO SISNIFICANT TREES ARE REQUIRED FOR EVERY 51000 SF. CLOT AREA) X 2 = MINIMUM NUMBER OF TREES 5,000 SF. Root of Design m ,14 206.40IIA545 hd StanwW ood, A 98292 om^P�12 Ion www.rootofdesignaom rum / / / OT 6 i, fi350R I3 ZI 4 r-- X — y. °0 3� U) W / Z NkLL �j 1L W ZI 30R/ 1 1 10' _AND5GAPE BUFF ER NOTE; SEE ARBORIST REPORT FOR EXISTING TREE INFORMATION PLANT SCHEDULE Print Form Reset Form SavW1l DEPARTMENT OF COMMUNITY —a- AND ECONOMIC DEVELOPMENT asaasasaa`Renton O TREE RETENTION WORKSHEET Planning Division 1055 south Grady Way Renton, WA98057 Phone: 42543P7200 1 www.remml 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 74 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 8 trees Trees in proposed public streets 14 trees Trees in proposed private access easements/tracts 1 trees Trees in critical areas3 and buffers trees Total number of excluded trees: 23 trees 3. Subtract line 2 from line 2: 51 trees 4. Next, to determine the number of trees that must be mulned4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.21n all other residential zones 0.1 in all commercial and industrial zones 15 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing3 to retain: 12 trees 6. Subtract line 5 from lift 4 for trees to be replaced: (if line his zero or less, Stop here. No replacementbrem are required) 3 trees 7. Multiply line 6 by 12" for number of required replacement inches: 36 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter of 2 inches per tree 9. Divide line? by line 8 for number of replacement trees`: (If remainder ls.5 or greater, round up to the neat whole number) 18 trees s Measured at 4.5' above grade. 2 Atme artheq in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or cerfiftedaMollrt, and approved bythe Cey. a critical areas, such as wetlands,streams, floodplains and prowntd slopes, are Mined In RMC4-;.050. COYMOn yt1105e1Re5 to be Kbin d Outsided`MicaI areas and buffers. sThe City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC"130H7a. e When the required numberd protected trees cannot be retainee, replacement trees, with at least a twwincb (2") callperor an evergreen at lent saket (6') GII, shall be planted Sao RMC4 130.1r.1.e.(iii for prohibited types a mplmementnees. I H:\CEr\D UVcrms-iemgrtes45ef-Helo HandmoTlannhgVree Retention WOWheet.doa c8/2015 REPLACEMENT TREES BOTANICAL NAME / COMMON NAME SIZE OTY Acer Palmotum / Japanese Maple Variety 2" Gal. 4 Calocodrus decurrens / Incense Cedar 6' Ht. min 14 TOTAL REPLACEMENT TREES: 18 STREET TREE BOTANICAL NAME / COMMON NAME 51 ZE OTY LargeOusurays Street trle 'Grolvnright' / 60' night Pin Oak 2"Gal T Large Street tree, rove spacing 60' o.c. EXISTING TREES LEGEND: OFF SITE TREES TO TREES TO REMAIN BE PROTECTED y�,1y TREES TREE j X r X TO BE PROTECTION REMOVED FENCING GRAPHIC SCALE I Inch = 20 fact GREEN'S LANDING SHORT PLAN e.zl-1 5008 NE 2nd STREET, RENTON TREE RETENTION & REPLACEMENT PLAN r-1 A J n r J !� N O H J CL cr O x 0 z 0 z J U) Z W L11 Ir 0 fl—•f I VJ I J M 00 T I I LLLI r a J O V Z 0 Z Q J z LL I L LI Ir CD CANOPY DRIP LINE 'NO TRESPASSING PROTECTED TREE' SIGN POSTED EVERY FEET (MINIMUM OF : VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 6' HIGH TEMPORARY CHAIN LIN FENCING WITH 10' IA( BETWEEN POSTS. ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP LINE RENTON TREE PRESERVATION DETAIL NTS INSTALL GROUNDCOVERS AS SPECIFIED SCORE ROOTBAL 3 PLACES TO 1 2" DEPTH INSTALL 1" ADD CONTAINER DEPTH EQUAL TOP DRESSING FERTILIZER AS SPECIFIED VERIFY SAUCER PLANTING BED WITH 2" MULCH PLAN NEW OF SPACING 4 TYPICAL GROUNDCOVER PLANTING DETAIL NTS PROTECTION MEASURES DURING CONSTRUCTION: 1, CONSTRUCTION STORAGE PROHIBITED: DO NOT FILL, EXCAVATE. STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 1 ONE AND ONEQUARTERFEET FOR EVERY ONE INCH OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PIAOEGARDS SHALL BE PLACED ON FENCING IF LESS THAN 50' INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES' OR ON EACH SIDE OF THE FENCING IS LESS THAN 50'. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, A DRY ROCK WALL OR ROCK WELL SHALL BE CONSTRUCTED MOUND THE TREE. THE DIAMETER FO THIS WALL OR WELL MUST BE EQUAL TO THE TREE DRIP LINE. MULCH LAYER REQUIRED; ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF 3" OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. BREAK SIDES & y I' BOTTOMS OF PLANTING I_yH PIT TO ALLOW FOR \ ROOT PENETRATION EROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB PLANTING DETAIL NTS w Root of Design 206.491.9545 Nape hd�E An tV50O W OETm �� Sta 265th St NW c12 Stanwood, A 98292 R P�12 www.rootofdesignaom a.ufrzle ro. l2 2 LANDSCAPE NOTES: NOTES_ 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOT BALL DIA. 2. CUT ALL TIES AND FOLD BACK BURLAP FROM UPPER 1/3 OF ROOT BALL 3. REMOVE ALL PLASM AND TWINE TREE STAKE OOTBALL TRUNK TREE STAKE PLASTIC TREE TIES 2"0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF FOOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATON CONCRETE SIDEWALK TCOMPACT SUBGRADE TO PREVENT SETTLING 4. TREE STAKES PERPENDICULAR TO THE PREVAILING WIND 5. PLANT TREES 2" HIGHER THAN DEPTH GROWN IN NURSERY TYPICAL DECIDUOUS TREE PLANTING DETAIL NITS H W 2 W W m TYPICAL EVERGREEN TREE PLANTING DETAIL NTS SAE E SPACED MULCH CUR 9 MIDE OLE. I. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. GONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY ADVISE OWNER OF ANY D157URBED UTILITIES. LOCATION SERVICE PHONE I-SOO-424-5555. S. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING OUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING. 5. 51,56RADE 15 TO BE WITHIN 6 INCH OF I FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS 4 STICKS LARGER THAN 2 INCH DIAMETER. 6. 4 INCH DEPTH TOPSOIL IN LANDSCAPE AREA. -7. 2 INCH DEPTH, 2 FOOT DIAMETER BARK RING AROUND BASE OF STREET TREES AND OTHER TREES LOCATED IN LAWN. S. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON -CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK LATEST EDITION. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. TREES, SHRUBS AND GROUNDCOVER QUANTITIES, SPECIES, VARIETIES, SIZES AND CONDITIONS TO BE AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS AND ALL REEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT O OWNER. II. NO PERMANENT IRRIGATION SYSTEM 15 PROPOSED. TEMPORARY IRRIGATION SHALL BE REQUIRED FOR THE FIRST 3 YEARS OR UNTIL PROPOSED PLANT MATERIAL 15 ESTABLISHED. PLANT MATERIAL SPECIFIED TO BE NATIVE OR DROUGHT TOLERANT AS DETERMINED BY LANDSCAPE ARCHITECT. 12. THE AVERAGE SPACING FOR LARGE STREET TREES SHOULD BE &0 FEET ON CENTER AND ADJUSTED TO ALLOW FOR SIGHT LINES, UTILITIES, TRAFFIC SIGNS, LIGHT STANDARDS, DRIVEWAYS AND OTHER STREET APPURTENANCES. 15. TREES IN THE RIGHT OF NAY MUST BE PLANTED TO THE FOLLOWING STANDARDS: PLANT TREES IN THE CENTER OF THE PLANTING STRIP WIDTH. & FEET FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES (10> WATER, SEVER, ELECTRIC, GAS). 10 FEET FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARGIN, 25 FEET FROM STREET LIGHTS, 40 FEET FROM THE CORNER OF INTERSECTIONS, STOP SIGNS, AND YIELD SIGNS. AT LEA57 T2 HOURS BEFORE YOU PLAN TO DIG, YOU MUST GALL SII TO REQUEST THAT THE LAST LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES IN COMPLIANCE WITH CITY OF RENTON STAI (GAS, WATER, ELECTRIC, ETC.) BE MARKED ON YOUR PLANTING AREA. KNOWING THESE LOCATIONS IN ADVANCE MAY SAVE YOU TIME AND MONEY BY PREVENTING AN ACCIDENT. DEVELOPMENT ENGINEERING All GREEN'S LANDING SHORT PLAN 5008 NE 2nd STREET, RENTON LANDSCAPE DETAILS & NOTES M A 4 a I A If H Q J d F- cr 0 V z_ Q Z Q J U) Z W W Ir 0 I T-T I VIJ I T M 00 T T r•1 J 0_ O 2 U) 0 z_ 0 z Q J Cn C7 Call ] Working Days Before You Dig 811 tilities Underground Location Cente (ID,NT,ND,OR,WA) LUMINAIRE SCHEDULE LUM. NO. POLE x ID. NO. CIRCUIT NO. LOCATION GPS COORDINATES OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT(FT) STANDARD PLAN # FIXTURE TYPE 1 5094A44 A HOQUTAM AVE NE 7+39 22.5' RT 44 NA 14' 1161 NEIGHBORHOOD PEDESTRIAN 2 5095A44 A HOQUTAM AVE NE 8+36 22.5' RT 44 NA 14' 116.1 NEIGHBORHOOD PEDESTRIAN 3 5096A44 A HOQUTAM AVE NE 9+58 22.5' RT 44 NA 14' 116A NEIGHBORHOOD PEDESTRIAN 4 5097A44 A NE 2ND ST 19+53 22.5' LT 44 NA 14' 116.1 NEIGHBORHOOD PEDESTRIAN 5 509BA44 A NE 2ND ST 18+47 22.5' LT 44 NA 14' 116.1 NEIGHBORHOOD PEDESTRIAN x NOTE: GPS COORDINATES TO BE ADDED ON AS -BUILT DRAWINGS III IpID °I r IIIIIIIIII�( III II III el IIIIIIIID�' I 1 60 LEGEND LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE ROADWAY LUMINAIRE - - - - - PVC CONDUIT (SEE WIR+NG SCHEDULE) 19 TYPE 1 JUNCTION BOX WITH CONCRETE PAD ® SERVICE CABINET WIRE NOTE O CONSTRUCTION NOTE CONSTRUCTION NOTES OINSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 1161, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, MINIMUM SEPARATION FROM DRIVEWAY EDGE TO STREETLIGHT FOUNDATION EDGE IS 10 FEET. OCONNECT CONDUCTORS TO NEW CIRCUIT IN THE EXISTING ELECTRICAL SERVICE CABINET, PULL CONDUCTORS THROUGH EXISTING AND NEW JUNCTION BOXES AND CONDUITS TO NEW LUMINAIRES, COORDINATE WITH C.D.R. ERIC CUTSHALL, TRANSPORTATION MAINTENANCE MANAGER 425-430-7220 FOR SERVICE INSPECTION, CONNECTION TO BE MADE BY THE CONTRACTOR AFTER INSPECTION, O INSTALL TYPE I JUNCTION BOX PER STANDARD PLANS. WIRING SCHEDULE -ONI)Ull CONDUIT CONDUCTORS NOTES RUN SIZE 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 2 EXISTING CONDUIT 2-#8, 1-#8 GREEN 2.W PVC (SCHEDULE 40) 3 2.0" PVC (SCHEDULE 80) 2-#8, 1-#8 GREEN REQUIRED INSPECTIONS FOR STREETLIGHTING ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS AND CABINET FOUNDATION CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL PHONE # 425-430-7220 FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING FOLLOWING TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR ELECTRICAL CONTRACTOR SHOULD SUBMIT APPLICATION TO ESE TO ENERGIZE THE STREETLIGHTING ELECTRICAL CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREELIGHTING HAS BEEN ENERGIZED GREEN'S LANDING SHORT PLAT 5008 NE 2ND STREET RENTON, WASHINGTON 98055 ILLUMINATION PLAN `a W 0 N U Q J a 0 2 0 Z_ 0 Z J Z W W tr C'3 a y T-418301 CM 00 T T rr J IL O U) 0 z r) z Q U) ttJ 0 Call Working Days Betore You Dig 811 Iities Underground LotMron Cents (ID,NT,NDDR,WA) wweFaeRaeAsavaease� w wAe ams A/ �Yp. IFI/1' —PACNACE NEREs(rnm)LED BAT PUIf wEG2 TRpxm4Nw�CxmMxxPE4C{MSnAriEAo-WzlN at i�AMA UNI CIRRI� RExPam f�.A ve® nTTs flnq RMW PLANS mMTOXT �RRE IN rI INTENSE ENET PRI ocTal. .xcxs AmECts NI e M,e M.9EXa➢ IN PRE: NIAIDA DN 'WNna C SECT A JIo.wonnmEro PLANE eumxCArxw� �rOMPACT a LAW SPNMN OEW 1 �r K PER I RA m rEdWI CAARAI rexvn CAmne " 14q'tiW snuff. >`gAnrzR Ax MANI0 fl xMI BI Q n I evw<KLawRP E6 AOAx CENL A sIrI METAL CFACLPP a a e iCRE w:wmwXACT, NMMECTim o l/(PWIRF ze i A xIa FIENRAIIN CAPP C1. Ieu mAnory oErnx yr MCA Nat¢ tW� 1 u� TI� OuLPUF r x x.aXyC MET CwxE0* AM ONE« NE CNECENTNIME PLAIMEN11L PI ME ACCEPT) CARE CVrtP 9M6x8Y CM1lM µOUR Ral TOR ATE DETAIL 0 AotgpNp NI PORE BASE KTAIL NARAN gtSPEEiEASE n .R wnttn PENCE BCL Tnn rn) / / Rx AW U PC MI FLAT �tNO NA nncHcm eo1T nsacnaly oErm CAP NiAus. COUH'x FCONDATION DETAILS H l POLE ELEVATION w ATCNO NEIGHBORHOOD STREET SIT PLAN - 1161 PUBLIC WORKS PEDESTRIAN LUMINAIRE APPROVED DEPARTMENT FIXTURE AND POLE DETAILS GAZ 3/13/2019 I BiftALLOTi1LNUA1DIL4 VRTIGVLY. WSIAILp08Y WE4'INBP., b'FOR ABOYO 1 NUNNDWG 3 �(RMPI.ES 0 C LED TDT s 6 WAI CUD FIJDW � qS 0 MAN VIEW LA � 1-314"TO22 LDPLAR IV;IVA AI Drw eanBcroa®cmlucmDawxnT IIG@IOMBIAIX811QCdlgINU STREET LIGHT STANDARD sm. PUN— 121 r r PUBLIC WORKS DECAL NUMBERING SYSTEM PRD DEPARTMENT on GREEN'S LANDING SHORT PLAT 5008 NE 2ND STREET RENTON, WASHINGTON 98055 ILLUMINATION PLAN W L as U Q J 0_ H 0 2 U) 0 z 0 z Q J U) z W W C7 r-418302 cy) 00 T T rr "'__ -.. Call 2 Working Days Betoro You Dig 811 INies Underground Location Cente (IDAMTAND,OR,WA) PLAN PER SIDE VIN WNNRIRE CONCRETE PAD DETAIL U UWIX.NS CGMR IE Vx1914t a LL-u v AIUA5 "WE O SIpEW K 1 CCNIPER UA55 FOR LYMMNFf @1QIE7E PC 9MIL BP PM Sm Rw 1$ 1 W U NIMMtP PNMAGON EI[VA➢GN SALT W WAPC ,AT GRIMM UP in gX[gppglf PAD PIEVAIIM m HL MM a ST06IK CHNO N 0. ULNNA E POLE AM JAI Na TPRE PER HAM VLAIXMY 00Puf2 FW KEtMIU]AYS PI I mq TWE FAH CP01 KI MY -r � }}T HA \ LAWN070 POP CRNMA WEWNM PUN MEN PM sm PLAN im !I T 664.1MU FIXSN PLO, NN JJ0.Y3101: uwlwSE wXorTr anRnnw A!€ NEi PUBLIC P6@XS I PAD/SIDEWALK AND DEPARNOiT JUNCTION BOX CONCRETE PAD Ebaagn umxp A'. r41 Nsno.tsawmrncsExmsaPum POLE A BRACKET CABLE /12 AM. S UCFS BETIMEEN WE HOLDER AND LUMINNRE IMRE SHALL NOT BE ALLOWED FUSE Kin WICK / REM TO MOOT LOCIUNG DISCONNECT 3 AMP IN LINE ND STANDARD DUTY FUSE KIM SEC OR EQUAL ID LUMINNNE UUNCTKn BOX TYPES I & R GREEN INSUTATW ARE 2 STANDARD PUN A-40.1D TO RARE GROUND LUG SPLICE KIM SEEM EPDXY SPIUM MOUND LUG rclTs ON ALL lHreu ARE RUNS 1 CONCRETE PAD at SIDEWALK PER STD FLAN 120 2C(MIN) CORER 08 BARE COPPER II MOUND ARE GROUND CLAMP 1 -N EQUIPMENT MOUND 2' PVC CONONT I II AREW/GREEN INSUUTION I— =A MOM SERAPE CABINET WNCIRHE FCUNDATM 2 - UDITNG STSE11 5XXB, COPPER CLAM ARM TO CONTACTOR GROUND ROD (SIZED AS REDO.) ND1E5: I. MIS DETAIL DEPICTS THE BASIC LLMINARE EIMMICAL WRING SYSTEM. PDDITONAL DUCT ICAL EQUIPMENT MAY VARY. 2 MINIMUM GROUND ARE SIZE SHALL BE A AS MOM ABOVE. IF CANNOT CARRYING CONDUCTORS ME URGER THAN 0, THE MINIMUM GROUND ARE SIZE SHALL MATCH ME DRAM ARE 4ZE OF THE CURRENT CARRYNG CONDUCTORS. A EQUIPMENT GROUND ARE k RARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLL HANDHOIE. ALL BONDING n MOUNDING CONNECTIONS MAUL ROMAN ACCESSIBLE FOR INSPECTCH AND MAINTENANCE 4. IF THE FIXTURE MANUFACTURER HAS MALE %OGALSONS FOR THE ATTACHMENT OF A GROUND ARE A GREEN INSULATED ARE X THE SAME SZE MAL RUN MGM ME HXTURE TO THE GROUND LUG INSIDE THE POLE BANGUI IF TIE FIXTURE MANUFACTURER HAS A MOUND LUG A /8 PREEN INSULATED ARE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE PULE GROUND LUG. LUMINAIRE ELECTRICAL STU PLW _ 119 A5� PUBLIC WORKS WIRING SYSTEM p OVNU. �G DEPARTMENT 5/22/2019 8 DIMIEI:H //tl 1/4' LOAD FUSE LINE 1/4' I/B" O 1/8. CUIDNG RINGS FUSE KIT EPDXY FILL INLINE SPLICE PDXY FILL WYE SPLICE - SPLICE KIT FUSD KIT a SPOOK mr DII ADOPTED mmillum mo:ro. n CID O O N l_J r Q J a F— Er O V Z 0 Z Q J Z W W T-418303