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HomeMy WebLinkAboutR-417108I �vv A,2 3� l 7v v 2+94 45z 12.15' LT 2o.f iL, fe.Bfi=-E F q p 2 RIM f 7-4&.;58 175e 41 33 3$ 6" IE 169.34 (UT-N) RCF TERRANE LS 15025, 46876, 51800,37547 1 0.1 N X O. O i CRONES WITNESS POST S S C O I O.5N X 0.1'W RCF CRONES 3+3Q*4, 183'LT_. __-_-. _--- - LS 29537 RIM -1�1:-si� I 19 0.2N X O.21N KEYSTONE 6" IE 170.90 (OUT-E) - - ARBOR RET WALL RCF V' ARP WOOD G 9S LS 17659 j� POST M� RAPEVI ' 0. ON X 0.11N �---- - - - MP M fiBE c� $ I �' AND ASBUIL T BY PSE Z _ _ '�71T �f / I �_ _- r i GARAGE rj RPE=196. 13 RAISEDI -- rr WOOD DECK , _ r' ' Woo wN a 2.5' VERT PIPE i V ENTRANCE) DIL FILL 7 17, 663 SF : -WOOD WOOL] ��� + HOUSE 3625 f.- RET WALL ,' C� r, CONC { I p STEPS RPE= %L��/1/L1/ N 1'5321"E 197.41 � �--------- �' LPLANTEE::: 10Z 65' I 1 ; _ Z� vp a v I I, i CONC - j WATER SERVICE 33 A 3 z 1 \ / r +/ STEPS _ EASEMENT - - / PROPOSED I" 20 t I WA TER SERVICE S=0.0200 1 (TYP) Q -- I V/ i TMS-4 � ILL�1/ LC 1 r 6' WOOD 1/ � BENS - , - - FENCE IRON�ROD , -------- ----- -- r �� I ~ 7T N CONNECT TO EX SIDE SEWER RCF 5 5 C ❑ �2�KEO�YSTO NE 1 5 1 " IPF CONTRACTOR TO L5 98]4 N09 CONFIRM IE PRIOR E=�9-130274a8167 (3 TO ���, 06 X 0.2 I�' ���� TO CONSTRUCTION 0'3� RIM 48�9-182.62 4" IE 176.60 (IN-W) I gb oA �v N 88'40'44" W 3 370 40' 3 5 5 C 0 4 PERMEABLE PAVEF 1 2rt3�32a?-60'Ef2+9aJA 6.65'LT SEE NpTE THIS RIM fi�Eg 175.42 SHEET (TYP) J 6"1E 169.22 (IN-S) 55C0 7 2+31.44 1.87'LT j 6" IE 169.22 (OUT-E) _ 9 I RIM �l 171.21 6" IE 163.60 (IN-W) 6" IE 163.60 (OUT-E) YD 1 YARD DRAIN x 0 44.a'si?�.60, iT 2+4tQ9, RIM #Fz3i;5e 17113 2a 4l' L T 6" IE 1, 9:izO (OUT-E) 17Q58 N88 40 44"W 6' CHAIN 216.50' LINK FENCE " - I EX SSMH 1 12+20.29, 4.38 RT TRACT A SDCD 3 N RIM 152.15 1 8" CONC IE 142.98 (N) 4CCE5S & UTILITY 1+57.26, 11.78 LT 8" CONC IE 143.02 (S) 6,568 5F RIM 66-8� 1(IN- ' 8" CONC IE 143.10 (W) 6" IE 164.41 (IN-W} s s c o a 6" 1E 164.41 (OUT E) i �/] c �jQ rJ r i i LA 6 AA• ! T 2+1.15a &26' LT l _ - _o. .. RIM 1699:9F- 17a37 2" PE IP GAS RECORD o 6" IE 162.88 (IN- W) 6" IE 162.88 (OUT-E) SIZE & LOCATION v 'l iI = __' EX 12" {{ I WATER MAIN aDCO 1 1+9&69, 11.82 LT Dr JI r, 55 0 6 RIM #E}#e maei RBF ++ I ' !I}-�. -'. . . . :.... -t+_ 1+29.0& 2.94 LT 6 !E ]67.50 (IN-S) 6" IE 16Z50 (OUT-E) LS 10766 ` O.1 N X 0 0'W .. J i .. i RIMifrf�8162.82 ° , 6 IE ]5fi.30 (IN-W)I 6" ` I . W r ® 6" IE 156.30 (OUT-E) I' 1568.1 6.53 ~\ I� a I' '. 1 +. 34=6" � 8.32�• CE.• 161.57 � \ GA TE � to • - EX 8" CONC ,Tg 3E=lr° DI 28� 1 - •' '. OH�' :{ SEWER MAIN 8.58� �� Q iUP, '.'- - '• '. '.'- INT 10+89.62 MEADOW A VE N UG - . -• . = 1+00.00 ROAD A .-'. •'. -'. •' -:.. r SEE UTILITY CROSSING ® 7. 7/ '''DAYLIGHT - i r OVERFLOW TO SEWER STUB I I SLOTTED ON51 TE DRI VFWAYS I I UNDERDRAIN FORSHOW FOR REFERENCE PERMEACONNECT 1 ONLY.❑RIVEWAYS TO BE I �\-SYSTEM PAVER (WALL j CONSTRUCTED UNDER 1 f i I DRA N FOOTING I INDIVIDUAL BUI PERMITS (TYP)LDING 1 `� I 5'x37'x2' DEEP , 14,960 SF ' `�� + ' INFIL TRA 770M TRENCH W OVERFLOW PER COR STD ` PLAN 225.20- --- ��` I SEE INFIL TPA TION TRENCH s p�0 - - , EX CUT EWER SER OCE S O B j NO TFSy THIS SHEET (TYP) 1+SU 4$ 24.13' L T - SEWER NOTES, THIS SHEET I _ I S1 TE BM 3 RIM TP9 8& 171.16 TO BE TMS-3 ,----- 6" 1E 169.00 (IN- W),' , EX WATER SERVICE ELEV=180 79 _ 6" IE 169.00 (OUT-N) `� CUT AND CAPPED). SEE f y - _ WA TER NOTES, THIS SHEET 151 TE BM 2 ----- ----- �----------1 lI 4' WOOD PICKET FENCE EV2165.92 'ALL •40 46 w 4' PICKET W000 FENCE W/KEYSTONE RET WALL �� 6.5' ROW DEDICATION RCF ; 5 iO4 i22' DEEP [7N 33� 4" 1E 176.60 (OUT -NE) �� 2 LS 9814 INFILTRA T70N 7NENCH W -y 'r 037V X 0.71N �� ,' OVERFLOW PER COR S7D - -\_QRIPLINE PLAN 225.20 L + I 3 3SEE INFIL 7RA77ON TRENCH 4 RCF I NOTES THIS SHEET (TYP) ` JJ $ Ar LS 40015,18898 IL I 7ppA ` o7pp 0.2N X O.1 t + ` 4 f TRACT 26' ,MACT PL lop STD PLAN 261.10 (TYP) R 0A D A SCALE. 1" = 5' INFILTRATION TRENCHES NOTES INFIL TRA 7701V TRENCHES TO BE INSTALLED PER COR STD PLAN 225.20 - TOP OF GRA VEL ELEVA 770N. LOT 2 (WEST) 172. 00 LOT 2 (EAST) 169.00 - 6" PERFORA TED PVC PIPE IE.• 171.00 168.00 - BOTTOM OF GRAVEL ELEVA T70N: 170.00 16Z OO - IMPERWOUS AREA TRIBU TAR Y 4,305 SF 3, 923 SF -REQUIRED TRENCH FOO TPRIN T 181 SF 165 SF - PROVIDED TRENCH FOOTPRINT 185 Sr 170 SF TRENCHES SHOWN FOR REFERENCE ONL Y AND ARE TO BE CONSTRUCTED WITH BUILDING PERMITS PERMEABLE PAVER NOTES 1. PERMEABLE PAVERS TO BE INSTALLED PER COR STD PLAN 261.10 2 PERMEABLE PAVEMENT CHECK DAMS TO BE INSTALLED PER CDR STD PLAN 261.20 (SEE DT-02). SUBGRADE CHECK DAM HEIGHT TO BE 51. PROVIDE CHECK DAM AT TOE OF SUBGRA DE/D 0 ANS TREAM LIMIT OF PERMEABLE PAVEMENT SEC 77ON (S TA 1+30). SPACE CHECK DAMS 4' a C. FROM STA 1+34 TO 2+70 AND 7' a C. FROM STA 2+70 7O 3+26. J. INSTALL MUTUAL MATERIALS ECO-PRIORA PERMEABLE PAVER OR EQUIVALENT COORDINA TF FINAL PAVER SELEC77ON W17H OWNER. 4. CONTRACTOR TO VERIFY INS TALLA 77ON REQUIREMENTS WTH PAYER MANUFACTURER. 5. SUBGRADE TO BE PREPARED IN ACCORDANCE WITH GE07ECHNICAL RECOMMENDA TONS. 6. ADD 6" LAYER OF SAND BENEATH STANDARD PERMEABLE PAVER SEC77ON TO PROVIDE WATER QUALITY TREATMENT FOR POLLUTION GENERATING AREA. 10' 12" WA 2.67 IE: 157.466 SS I I 1 0Ef I ` . 4.79 3.35 IE:158.26 0 6 Ss CE.• 154.91C�__ `w : ��y'W+ 2" WA 1 ! II fit' 1 3.2 IE• 158.23 i 6 Ss 1.03 -- I �I CE.• 155- _______ ________ _ -� - - - -0En _____' ` I + I I 2" WA 3 1E.• ]58.29 CE 155.29 --�- --- - I ---- -----I------a• I _ _ 1.1 + E:157.52 2.48 1 6 SS . j + CE• 155.04 11 ! 1 I IE:1f58.32 3.16 J I. CE. 155.16 1 I �S5 N. 6" WA a i u' IE- EX 8 SS 318 I CE.• 155.72 � I _ _- __ - - r _-_ _ _ +_ ! + �� z i 1 } T- --_ - -_ -_ - --- UTILITY CROSSING DETAIL SCALE. 1 " = 5' 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS 2 1 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS ►�Am i21 o► 3A� l 33 3 y DISTURBED PERVIOUS AREAS NOTE FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOI. EI T7-IER STOCKPILE AND REDISTRIU TF THE EXISTING DUFF LA YER AND NA 77 VE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00 EXISTING UTILITIES 1. CONTRACTOR TO VERIFY LOCA77ON OF EX U77LI77ES AT POINT OF CROSSING OR CONNE7701V PRIOR TO CONSMUC7701V AND N077FY ENGINEER IF CONFLICTS ARISE 2. CROSSINGS WERE DETERMINED USING 3' OF COVER DYER THE EXIS77NG WA TER AND GAS MAIN IN 126 TV AVE NE 3 ADJUST RIM OF EX U77LI77ES AS NEEDED TO MATCH FG. LID NOTE LID REQUIREMENT SATISFIED BY APPL YING BMP T5.13 TO ALL DISTURBED PERVIOUS AREAS AND BY ROU77NG ON97E IMPERVIOUS AREAS (ROOF, WALKWA M AND PA TIOS) TO LIM17ED INFIL TRA 77ON TRENCHES, CONSTRUCTED A T BUILDING PERMIT. ALSO, PERMEABLE PAVEMENT WILL BE U77LIZED FOR ONSITE ACCESS AND DRI VEWA YS. ROW NOTES 1. PATCHES TO ROADWAY SHALL BE PER COR STD PLAN 110 AND 11020. EXISTING UTILITY NOTE EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA T10N, SIZE AND MATERIAL IS ACCURATE* THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, IN 7FRFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA 7701V FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA 77ONS, SIZE AND MA TERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIA TE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 6-1-1 (WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. LMT 3/31 /21 suauEYm: GOLDSMITH 9/9/22 DESID M ALIREZ4 RAMEZANI, PE DRAWN*. ALLEN BREWER CHECKED: YANNICK METS, PE BY DATE APPR PPPRwm: SCALE, AS NOTED ONE INCH AT FULL mll OF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: K*0 1 HGfazx &. Nm 1983 1991 DATUM Il W o s 6" IE 153.47 (IN-W) - SITE BMill" f 1 + 7MS-1 ELEV=161.65 SA WCUT (TYP) O 10+84.66, 4.99' RT _ - I 6"1E 153.72 (IN-W) SIDE SE*ER CONNECTION 1 TO EXIS77NG MAIN PER CUR STD PLAN 406.1 (TYP) f 34 =6" ® 6.32X .- 1 WA 7ER SERVICE PER I _ I- COR STD PLAN 3201 D. SEE WA TER NO TESy THIS tD 1... - SHEET (TYP) r: I 14.05 13, 21.62' LT 1-FIRE HYDRANT ASSEMBL Y 21 L COR S DITD PLAN 31 D.1 R a W/ CONC BLOCKING II .. ` L 5SCO 5 !pF I 1+29.33, 6.49'LT Ills I I- RIM -1fiz80162.84 j GRAVEL 6" IE 156.55 (IN- W) I D 1VEWAY 6" IE 156.55 (OUT-E) �•R II �I y EX SSMH FUG, 0 10+25.49, 5.25 RT I o I RIM 165.39 L 8" CONC IE 158.40 (N) a \ 8" CONC IE 158.45 (S) -f T 2" WATER RECORD SIZE & LOCA 770N I SIDE SEWER NOTES B U EE L I N E 25 CENTRAL WAY, SUITE 466, KIRKLAND, WA 98o33 P' 425-216-4651 F' 425-216-4652 WWW-THEBLU ELINEGRbUP-CbM N SCALE: 1 " = 20' ❑ 10 20 40 1. A SEPARA TE SEWER PERMIT WILL BE REQUIRED 2. NEW SIDE SEWERS TO BE 6" PVC SDR-35 WI'TN MINIMUM SLOPE OF 2% UNLESS N07FD 07HERWSE. CONFORM TO COR STD PLANS 404 2, 405, 406.1. J. SS CLEANOUTS TO BE PER COR STD PLAN 403 1. 4. EXISTING SIDE SEWER ON LOT 1 SHALL BE REMOVED, CUT, AND CAPPED AT 7HE PROPERTY LINE. 0 WATER NOTES 1. A SEPARA TE WA TER PERMIT WILL BE REQUIRED FOR SERVICE INSTALLS AND DROP IN METERS 2. EXIS77NG SERVICE TO BE CUT AND CAPPED BY CITY FORCES AT LOCA77ON SHOWN PER CURRENT PUBLIC WORKS SPECIFICA 77ONS J. NEW 1 " WA TER SERVICE AND ME7ER IS TYPICAL SIZE FOR A NEW SINGLE FAMIL Y HOME REQUIRING FIRE SPRINKLERS SIZE MA Y VA Y, BASED ON UPC SIZING CRITERIA, AND SHALL BE CONFIRMED BY BUILDER PRIOR TO CONSTRUCTION. NEW WA TER SERVICES AND METERS TO BE INSTALLED BY CITY FORCES A T LOCA 77ON SHOWN PER COR STD DETAIL 320 1. STORM NOTES 1. STORM SERVICES TO BE 6" PVC AT 2% MIN SLOPE UNLESS OTHERWISE N07ED. 2 MINIMUM COVER OVER STORM DRAINAGE SHALL CONFORM TO COR STD PLAN 220.10. J. CLEANOUTS TO BE PER CDR STD PLAN 226. 4. YARD DRAINS TO BE PER DETAIL, SHEET DT-01. 919122 CITY OF RENTON Planning/Building/Public Works Dept. L�J T CV 6, LJ a O CV Q J L�J R-417108 S-417103 W-417103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING PLANNING DIVISION Nathan Jandars 0510312021 APPROVED O5/03/2021 jding REGIONAL FIRE AUTHORITY �>wras WATER UTILITY O APPROVED agafour 0514312021 0_ cthomas 05/03/2021 9/ 12/22 DAM UTILITY PLAN J nun"": BOOK LLJ PACE: PAGE _ MITCHELL SH0RT PLAT DRAVANGNO: CIVIL CDNETRUCTICIN PERMIT uT-Q 1 3 3 4 2 70 0 4 B C SHEEr. $ OF. 10