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HomeMy WebLinkAboutS-399801SSMH RIM=116.55 - IE (S)=99.60 j SDC8 I RIM=122.44 - 25' IE 12" RCP (S)=120.64 � I I I I I CB#1 5:1 TAPER SS STA 0+19 INSTALL VIA T CONNECTION PER COR STD PLAN 406.1 IE=119.52 I I 40LF 6" SS ® 2.00% - 12" RCP CULVERT (PRIVATE) SSCO #2 TRACT 104 SSMH C8#2 I IE=123.56 PER C.O.R. STD. PLAN 403.1 C G. HiLLA✓JAN:S �I_ i, .. 81 '. i I ASPHALT RAMP SSCO #1 STA:11 +26.52, 1.99RT RIM,( MATCH FG) GARDEN OFEDE�✓ DIV. 2 11, IE 8' ;N)=105.37 -� +_ I / PER C.O.R. STD. PLAN 403,1 (PRIVATE) VOL. PG. 64 F ,: SF1=?05.47 N) ' STA: 10+35.18, 1.99'RT )5.57 L ': CB RIM: 127.08 CB#5 NEW E (S)=119.33 .'. ' . (PRIVATE) i I _--...� .- 1000' R,M=125.07 I`' '�_ - E'N`-21z-, NEW J"W2TER MEI x T A I O - _--- - - - - - - _ - - SERVICE TO BE INSTALLED J I I'.. . a' SD6 D BY C,/TY FORCES9+ _ 0L�-R T • - - - - - T A A.T i-1+00 ..... _ _ - - -- . .. 61 "-- _ EXISTING 10" RED ACCESS . .2,-40 SS. . ,. CEDAR TREES -1- - r -- - -T- --.�:.. - - -- - TO REMAIN / I 132 SEWER STUB SSMH PER CDR STD I I I I Q D 134 _ I PLAN 400.1 ,� -- i FIRE YDRANT �� 136� I (PRIVAT�t STA: 2+45, I1'RT �� t OJ I ST 2+51 7 1.14 RT RIM: 126,7f (MATCH) I P C.O.R. PLAN 3D:1 00 - INV=119.87 6" (SE) INV=119.70 6" (N) 48LF 6" SS ® 12,77% Ii + q� (PRIVATE) CJLVERT IE=125.83 I? 1 1 " CJLVERT NOT FOUND APPROX, LOCATION J` PER C.O.R. ASBUILTS � I CONNECT TO EXISTING I"` it i J:t� CB#3 3 12" D.I. WATERMAIN i. I C �� 1:5 1'5 IN ACCORDANCE TO CITY I OF RENTON REQUIREMENTS I oil I o STA. 2+51.78 2"X6" TAPPING TEE (MJXFL) $ i D 6" TAPPING VALVE (FLXMJ) I. ' . CONC. BLOCK I SDCB CL 3 RIM =129.60 IE 8" CPP (E)=127.00. IE 12" CaF (N)=12EJ0 ( 3 IE 12" CPP (S)=126.75 J 3 I 3 3 I , J I +t 135 130 120 110 1+20 to i w CONCRETE BLOCK 'NALL L - - - LOT_ 2 i TOE IP8.11 P10,047 SF I- --- - L TRACT 103 - C. D HILLMA I:5 TAX PARCEL �- GARDEN OF EDEJV DIV. I� 334270-0510 I - - _.�t VOL. 14 PG 64 a I - LOT 1 I I - i^ 42'- I TO 1 0.3` T �� I I TOE 128.28 I 7,947 SF TOP 1 1.64 1 K TOE 128.41j 6.5' ROW DEDICATION _ I '� � T L T 5.00' - -- - ll \ . �IT -I - 25, 00' KEYSTONE WALL �� ^! 1a� 5.00' % 5. 00' -I 25, 00' °a ---_-------- -- ----f \ _ "----�5.00' e i 14 - �� ----- it ------------------- --- - -- - - - - - - - - -�h�-------- -�- --- - - - - - - ------------ - ---------------------- ---- - - - ------- - -- TOE 130.4t APPROX. LOCATION % I TRACT 102 - - - - - - b MATCH EXISTING EXISTING EIOSWALE -I C D H/LLMANS I �I 0 5 10 20 I SCALE 1 " = 20' VERTICAL DATUM: NA VD 88 Q 29 MIN. TRACT A 16' SHARED DRIVEWAY 1.5' THICKENED EDGE PER C. 0, R. S TO FLOW LINE R LEGEND ■ CATCH BASIN TYPE I CATCH BASIN TYPE 2 E- STORM DRAIN STUB 1 STORM DRAIN FLOW ARROW SANITARY SEWER CLEANOUT [ SANITARY SEWER CAP WATER METER o STORM DRAIN PIPE �- 4" HMA CLASS 1/" 64-22 SANITARY SEWER 6" CRUSHED ROCK WATER MAIN NOTE: TREE (SIGNIFICANT) EXCAVATE TO REMOVE ANY UNSUITABLE SOIL KEY NOTES O N/A N/A © NIA 0 6" SD ®2% TIP. STORM STUB VIA PERF PIPE CONNECTION PER DETAIL SHEET 7, PROVIDE SLEVE SHARED DRIVEWAYACCESS SECTION TREE (RETAINED) 0 N/A N. T. S. Structure Table Structure Name Structure Details STA 1+71.90, 16.69LT CB#1 RIM. 124.1t (MATCH) Ex. !NV=122. 31 1 G IE=122.14, 12" (S) STA 2+13.08, 16.84LT RIM=126.08 CB#2 IE=122.33, 12" (N) IE=122.68, 8" (E) IE=122.38, 12" (S) STA 2+71.31, 15.95LT C8#3 RIM=128.05 IE=124,05, 12" (N) IE=124.05, 12" (S) STA 10+33.04, 6.84LT RIM=127.60 CB#4 JE=123,23, 8" (W) IE=123.58, 6" (S) IE=123.43, 8" (E) STA 11 +30.43, 6.45L T C8#5 RIM=135.82 I E=130,13, 8" (W) Pipe Table Pipe Name Size Length Slope SD1 12" DI 43' 0.447o SD2 12" HDPE* 57' 2,93% SD3 12" HOPE* 45' 5.897 SD5 8" HDPE* 16' 3.44% SD6 8" HDPE* 98' 6.44% PER C,O,R. ASBUILTS GARDEN OF 0EIV DI 2 I *HDPE OR EQUIVALENT. \� KEYSTONE WALL "SWAN VUE SHORT PLAT" f VOL. 11, PG. 64 REN ON SHORT PLAT #LUA-20-0188-SHPL NOTE: REC. NO. 97/2129002 IMPERVIOUS SURFACE ON LOT 1 MAY LOT 1 LOT 2 I NOT EXCEED 3,695 SQ.FT. LOT I IMPERVIOUS SURFACE ON LOT 2 MAY NOT EXCEED 3,205 SQ. FT. NEW CONCRETE CURB &GUTTER, MATCH EXIST. T I EXISTING GRADE 9 CL OF I ACCESS ROAD SDMH RIM=134.39 IE 12" CPP (N)=130-19 ZI 4 QI 1 U o .. .. . . �. a....... ..... _ I U 81 1 �. 3.84% - _ r 90, LF 1L _ g9% TP=122.44 2' HOPE L EXIST SDMH - - PROP. _ __ STA:4 04.79, 16.34LT - 12HDPE* 2.937 " RIM:134.39 LF 12" DI ®0.4 - ' 4 57 LF % O EXIST. EXIST CBINV=130.19 ,12" (N) 15.19, STA_42T 7.15E - TP=122.00___,-0 1 RIM:12.9 59 . . . . . WATER INV=126" 6.75 1 ; (S). ....... ;- 6.70 1 (N) TP =120.56 PROP. CB#2 -J BA STA:2+13,33, 17.22LT CB#3 EXIST CB SJ+70.29, 16.16LT RIM:125.65 STA:2+69.89, 17.22LT STA:1+28.15, 16.74LT ' ' RIM:124.1 TYPE 1 INV=122.33 12 (N) RIM:127.86 RIM: 122.31 ... INV=122.31 12 '(N) INV=122.68 8" (E) INV=12' .05 12" (N) INV=120.64 12" S INV=122.14 12" (S) INV=122.38 12 S) INV=12 .05 12" (S) .. *HDPE OR EQUIVALENT. I 2+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 101 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swifhvater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 ■ Far: (509) 674-7419 PARKA VENUE NORTH STORM DRAIN 3+00 HOR1Z. 1 "=20' or wA,�f� LIS�T 7R��� 1 ZONALCs 02104121 N0. AS -BOIL TS REVISION 130 120 110 4+00 4+10 125 120 115 110 105 100 2+00 SURVEYED: SDM DESIGNED: NEM DRAWN: LFM NEM 02104121 SDM CHECKED: NEM BY DATE APPR APPROVED: CJA EX. SSMH ' I IE=1 19.33 INSIDE DROP CONNECTION PER C, . R. STD. PLAN 402.2 INV=119.33 (S) I .� op 151 x 2"W x 18"D GRAVEL FILLED DISPERSION TRENCH, MAX AREA 1, 050SF, TO BE CONSTRUCTED 31.5' R/W UNDER SINGLE FAMILY BUILDING PERMIT FOR FUTURE DOWNSPOUTS 6.5' DEDICATION I © N/A 10' 8' �- TRAVEL LANE PARKING PLANTER 5' _� O N/A SIDEWALK 5 2% 0 PERENCI TYOOFRETE REN ONlVEWAY ENTRANCE S STANDARD DETAIL TYPE 0 31 B 2z ,. . QJ 8 PLANTER SAWCUT EXIST. PAVEMENT CEMENT CONCRETE K 5' SIDEWALK MATCH EXIST. SECTION 4" HMA CLASS SIDEWALK PER C.O.R. 0 ON PARK AVENUE N. 1/2" 64-22 REQUIRED T TREES STD, PLAN 102 6" CRUSHED SURFACING 00 TOP COURSE CEMENT CONCRETE - ADDITIONAL STRUCTURAL FILL MAY BE + CURB PER C.O.R. � REQUIRED DEPENDING ON SOIL CONDITIONS STD. PLAN 101 TYPICAL SECTION PARK AVE. N. �I� V) N.T.S. z�•o 140 135 130 125 120 SSMH PER COR STD PLAN 41 STA 2+45, 1 1 ' RT RIM:126.7f (MATCH) INV=1 19.87 6" (SE) INV=1 19.70 (N) 115 120 100 SS PROFILE 2+50 HORIZ.1 "=20' VERT. 1 "= 5' SCALE: 110 105 W 100 9+80 - zZi I � 2.33% - Y Q a �I oI CL 4 0 SSCO #1 PER C.P.R. STD. . . VC=14-00 PLAN 403.1 5.00 EL: PVI:10 26.14 / --.. 9Ty a2 o + C.*_ S :11 +30.43, 6.45E U 00;; � w 6.44% Rl IN :135.82 1=130.13 8" (W) 50 O - i, LF 02R. �.. p PER C STD. CB#4, TYPE, PLAN 403.1 ... 1 STA :10+33.04, 6.84LT INV=123.23 8" (W) 1 INV=123.58 i 6" (S) INV=123.43I \_17 8• (E) LF 8" CB#2 SD ®3.44 9 0 ...... RIM:125.65 INV=122.33 12 N INV=122.68 8 " (E) INV=122.38 12" 1 S) . ......... I HDPE OR EQUIVALENT. CN ^' a N N M ry W W THESE PLANS ARE "AS -BUILT" AND THE INFOP.WATION SHOWN ACCURATELY REFLECTS EXIS77NG FI LJ_DE CONDITIONS AS OF THIS D CEMBER 17, 2020 V..Z S _D. MCCASKEY PLS 42676 1 rjo HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10+00 Know what's below. Call before you dig. C I TY OF RENTON Planning/Building/Public Works Dept. TRACT A 11 +oo HORIZ. 1 =20 VERT 1' - 5' W-399801 S-399801 P-399804 130 00 T I� �o 0 120 ME i -- 100 11+60 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q Q_ DATE: MA TVEYEV SHORT PLAT 02104121 LUA 17- 000503 FlELDBOOK: NNA 1 ALLJ PAGE: DRAWING NO: GRADING, DRAINAGE & UTILITY 16645 PLAN & PROFILES SHEET: 4 OF: X