Loading...
HomeMy WebLinkAboutS-401501Lo Ln Cj LLJ I I Q CL LOT 3 DRAINAGE NOTE: LOT 3 ROOF DRAINAGE TO BE SPLIT EQUALLY BETWEEN INFILTRATION TRENCH AND DRYWELL. 9391 )307 I PRIVATE 7 LF 8" DI 0 2.2X 042305-9394 ENDI CEMENT CONC. CURB STA13+25.58, 6.00' RT (PRIVATE CB/7, TYPE 1 STA 13+24.02, 5.22' RT RIM=439.22 IE=435.96, 8" (W) N88'19'30"w 405.66' 0 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON C8 T' RIM=445.86' IE (N.) 12" CMP-440.66' IE (S.) 12" CMP =440.66' RETAINED TREE NOTE: ARBORIST IS TO BE PRESENT ON SITE EXIST. SSMH h•+ RIM=445.59' CENTER OF 8"CONC , CHANNEL (N& S.)=432, 19' Q r z 0 5 10 20 DURING CONSTRUCTION OF THE SHARED EASEMENT FROM SCALE 0' DRIVEWAY, ASSOCIATED UTILITIES & THE ADJACENT PROPERTY TRANSTO KEYNOTES: PUBLIC STREET FRONTAGE. OWNER FOR 15RNGTROIV SIDEWALK SIDEWALK ESMfi o O CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION RIM-443.43 ROUTED TO TRENCH (TYP). N IE=431.68, 8" (N,S) a CENTER OF CHANNEL o E 0 AREA DRAIN TO FG PROVIDE GOWN TURNED ELBOW IN PAVED AREAS. 30. �• IE=431.73, 8' (W) I Y' CONNECT TO F PROPOSED MAILBOX LOCATION. IX. 12 DI WATERMAIN 3 IN ACCORDANCE WITH CITY © EXISTING MAILBOXES TO BE RELOCATED, COORDINATE WITH POSTMASTER OF RENTON REQUIREMENTS I. L`^J T - A STA:9+80.06, 9.00' LT OH 10'0 x 5' DEEP INFILTRATION DRYWELL PER DETAIL ON SHEET 9. DO NOT 12"x8" TAPPING TEE (MJxFL) CONNECT F0077NG DRAINS. 8" TAPPING VALVE (FLxMJ) - W/THRUST BLOCKING N/A T J . K PER C.O.R. STD. PLAN 300.1 O I /D SAWCUT EXISTING PAVEMENT FOR w• o S' N \ WATER AND SEWER CONNECTIONS 6" THICK 4'X4' ETHAFOAM PAD TO BE PLACED BETWEEN SPU WATER C5 W a AND RESTORE PAVEMENT AND OJ MAIN AND PROPOSED 8" WATER LINE, CENTERED ON CROSSING, ro x ro 4 FOGUNE PER C.O.R. STANDARDS AREA OF TRENCH WITH LESS THAN 3' OF COVER TO BE BACKFILLED 20 $\.l o &a I °A O WITH CDF. v1 Z a ea 1 o CB T-2 Cc RIM-440.97' G �1 1 IE (S.) 18" CMP=435.37' o 7 IF (N.) 12" CMP=435.87' I NEW 12' IE=435.74 CORE. DRILL OPENING & PROVlbE WATER TIGHT SEAL r 20' PRIVATE ACCESS / UTILITY EASEMENT 3.1 o CB T-1 16'ACCESS - RIM=441.03' Z IQ E (N.) 12" CMP=437,48' 6 .:'l.• IE (S.) 12" CMP=437.48' CURB & GUTTER IE (E ) 6" PVC=438.03' Q TO MATCH EXISTING (TYP) I� � U a ¢ END CEMENT CONC. CURB, MATCH EXISTING STA 10+21.89 . SIDEWALK & Z` OFFSET 70.151T a RESTORE PLANTER d ° CEMENT CONCRETE SUBGRADE POROUS ASPHALT OR CONCRTE CURB PER C.O.R. PER C.O.RESID.UPLAN 261.10 a STD. PLAN 101 EXIST. ssMH SHARED DRIVEWAYACCESS SECTION r 1� RIM=439.90' N.T.S. CENTER OF 8" CONC. CHANNEL AREA TO BE RIM=440.97(N.•S. & W)=430.75' PRIVATE CB12, TYPE 1L FILLED W/CDF IE(S)18"CMP=435.37 40' R/W W SOLID LID NEW 12 10' STA10+44.4RIM-443 6 CS IE=435.74 DEDICATION 22• IE-437.58, 12" (W) I al CORE DRILL I 8 EXISTING IE=43Z42, 12" (S) o OPENING & 4 1 8. PLANTER PAVEMENT PRIVATE 63 LF �I rol TIGHT SEAL PROVIVETER FS1115% EWALK 0.5 SAWCUT EXIST. PAVEMENT 12" CPP 0 1.5BX o 1 CONNECT TO IX. 12" DI . MATCH EXIST. SECTION ON - - o UNION AVE. NE 445 ° + 445 WATERMAIN IN ACCORDANCE �2%174- EX. 36' V✓M WITH CITY OF RENTONREQUIREMENTS PRNATE CB 6. E I ..1if 8".CA W/ 2"B.O. TRACT A GRADE ACCESS STA:9+80.06. 9.00' LT 6" HMA CLASS 1 ASSEMBLY AND THRUST " . A + 0. . 4 1� 00% 12 x8 TAPPING TEE (MJxFL) 1/2" 64-22 RIM= 9.25 c BLOCKING - - - - - - - - - - - - - - - - - CEMENT CONCRETE �+ - - - - - - B' TAPPING VALVE (FLxMJ) 3 1E=43580.8.(S.E). -----_-.--�-- 1.00% SIDEWALK PER 6" CRUSHED SURFACING 042305-9392 0 2305-9393 PRIVATE C816, TYPE 1 STA:13+30.75, 4.94' RT PROPOSED RIM-439.25 PERMEABLE IE=435.80, 8" (SE) DRIVEWAY SEWER STUB 659 S.F. 6" IE-435.30 �J 15 LF 6" PVC O 2A0% MIN. '.- 436 _ a 14+p0 - PRIVATE 37.8 LF da 8" DI 0 0.34% e .1. a O 10' PRIVATE STO M DRAINAGEEMERGENCY O I OVERFLOW LOT 3 8`IE=438t DI CLEANOUT PER C.O.R. STD. PUN 8,817 OF 226.0 SHEE(rtPT O EMERGENCY PRIVATE 5 LF 8" OVERFLOW DI 0 50.0% 8" IE=435.00 PRIVATE 32.5 LF I 8' DI 0 0.4% PRIVATE 8 LF 8" 10' PRIVATE STORM DI 0 5.88X DRAINAGE EASEMENT - - - - - - - 5' 436 _.. --------���----- _ PRIVATE CB/4, TYPE I } RIM=436.08 IE=434.52, 8" (N) PRIVATE 94.9 LF IE 434.44 8' (W;E) 8" DI 0 0.5X PRIVATE 5 LF 8" DI RIPRAP PAD 042305TR-A BX7xl' THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXIS71NG FIELD CON I ONS AS OF THIS D EB U Y 4, 2021 Z S-ZI S7E D. McCASKEY PLS 42676 042305-9395 042305-9267 CLEANOUT AND 2'x2'xI * CONCRETE PAD PER ,1, C'0R. STD. PLAN 403.1 I CEMENT CONC. �gON SHEET 8 (TIP) CURB (TYP) 440 STAB+13.11, 0.4' IT I 173 LF 8" RIM=439.45 a CLASS 53 DI WM IE=435,00, 8(E) 1" WATER SERVICE 441.20 IE-435.00, 6 (W) I FOR LOT 2 PER - - - C.O,R. STD. PLAN SEWER STUB 441.90 c=i FOR LOT 3 PER E 320.1 (TYP) 6 " STA 12+15 441.95QD C.O.R. S1D. PLAN I LOT 2 18IE=434.50t LF 6' PVC 442:01 j 320.1 (TYP) 0 2.00X MIN. S'. 442.01 � z I 7,789 SF � TT � � O FF=440.0 PER C.O.R. STD x J PRNATE 5A, TYPE I PLAN 406.1 (TYP) 20 \ N� RIM-439,21 2 IE-4355..0729, 8' (S) IEE` AILr21RG-B- (N) 4a a. ° 442.09• A. OVERFLOW 8" IE=438.00 PRIVATE 11 LF 8' PROPOSED 58819'30"E 405.76' S.� PRIVATE CBS, TYPE 1 DI 0 28.3% ` PERMEABLE RIM=438.07 DRIVEWAY IE=434.96, 8' (N) 697 S.F. IE=434.92, 8" (W) IE=435.52, 8' (NE) 042305-9422 042305-9421 042305-9420 SOIL AMENDMENT NOTE.' ALL AREA OUTSIDE OF BUILDING FOOTPRINT TO HAVE AMENDED SOIL PER C.O.R. STD PLAN 264 ON SHEET 6, SEE APPENDIX C2.13 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR SOIL AMENDMENT DESIGN GUIDELINES. \-- 442.09 441.99 BEGIN CEMENT CONC. CURBCEMENT CONC. ST 21.78 CURB STA:10+39.08, 6.00' RT A 10+21.78 © N/A OFFSET 10.00' RT PRIVATE CB/2, TYPE 1L 0 PRIVATE CB/3, TYPE 1 I N STA:11+14.69, 5.15' RT W/SOLID LID COIy�S'TRUCT CONCRETE STA:10+44.44, 5.04 RT o g DR Y PER C.O.R. RIM 44120 RIM-443.26 STD. PUN 104.2 ©N/A HP 441.46 IE ,,12- (E) IE=437.SB, 12" (W) S5MHj1 °7 STA:9+98.86, 0.99' RT Op INFILTRATION TRENCH SYSTEM TO BE CONSTRUCTED UNDER SINGLE gun IE-437.42, 12" (S) V) � ° FAMILY BUILDING PERMIT PER DETAIL SHEET 6 ALL IMPERVIOUS TO BE n 8' S' 53' DI IVM. T T--T--T aT •. T� 441.92 - SEW STU °P1�11I FIRE HYDRANT ASSEMBLY 60 1 fO+G . =435. !n� 0-1.58* PER C.O.R. STD, PLAN 31011Z10' WATER 20 6" I - STA11+50.02, 17.92' LT EASEMENT O 1 8"x6" TAPPING TEE (MJxFL) PROPOSED _ 6" TAPPING VALVE (FLxAW) PERMEABLE WAIROST BLOCKING DRIVEWAY fY LOT 1 1,002 S.F. a e° o-ol 8,051 SF e N I 1' WATER SERVICE =�2.0 e FOR LOT 1 PER Q d 4 C ' µx -I C.O.R. STD. PLAN EMERGENCY d 320.1 MP) OVERFLOW n e E=440.00 PRIVATE 6 LF 8" CCP O 5.0X 10' LANDSCAPE& PRIVATE DRAINAGE EASEMENT PRIVATE 08/1, TYPE 1L / 042305-9419 W/SOUD LID & INSIDE DROP STRUCTURE STA:10+43.56, 57.75' LT - RIM-442.O.t 042305-9077 IE=436°25, 12' (N,SE) IE-439.70, 8' (W) PRIVATE 26 LF 12' J CCP 0 1.8% 440- � . � .- -' ` � PROPOSEDGRADE AT 3' MIN PR Nq 7E 70 " 12, DI O 1.53X 1 773 LF CLASS 53 C/L TRA A ACCESS I.. ... ..... _ ` El WATERMAIN 0 6" MIN. . ..CLEARANCE 435 l CLA 53 DI 0 7 SEWER. STUB ' IE-435.30 SSMHi2 0 WA MAIN LJ 1 LF 6" PIN: r STA13+13.11, 0.4 IT -PRIK�iLF 314.3 LF PUBLIC 8 PYL PRh ATE 94.9 LF MINN RIM=439.15 SEWER STUB P ATE 3. 1 8, O 0.5X Z00OX 1 Y. 0, 8 (E) IE=435.0 6 (W) .. IE 435.00 STA: 12+15 RE HYDRANT MBLY ST 11+14.69, 5.15 A, 10�5 430 RIM- f 6 IE=434.13 PER C.O.R. STD. PLAN 310.1 R - 6'JE= 2.57 IE-435.09, "9 (S) P NATE CB 7 1 A11+50,02, 17. 2' LT IE-438.65, 12" E) SSMHj1I W/THRUST BLOCKING C.O.R. STD. PLAN TOP COURSE 440 PER C.O.R. STD. PLAN 300.1 102 ADD177ONAL STRUCTURAL FILL MAY BE 435 430 PRN. CrE 5 LF ATE CB/4; 1 IE=435.72, " (N) A13+24.02; 5.2 RT 8 x TAPPING TEE xFL) PR ATE CB t, TYPE 1L 99 R' 0(N,S) W M434.52. . RM435.96,28` 6 TAPPING - J I F 8 (N) PRIVATE CB/5, E I IE (W) RUST BLOCKING INS DE DROP STRUCTURE ? I =434.44 8` (N 1 : RIM- E 434.96, .07 N O RIVATE 7 LF ST RI :10+43.56, 57.75 442.Ot LT �ENTER6OF C CHANNEL IE-434.92 8 bl O 2.2t lE- 36.25 12 N IE=431.73. 8' W 425 425 n IE-43&52, 8 (NE) IE .70, 8' (W) l ��. �7 .� �0. . cp r^. .�0. �� v, Og N']. nan, p • `°x) ``.M �L `�" p `-,O p� 1l Oa CM Ch Of lie 420 420 14+45 14+00 13+00 12+00 11+00 10+00 9+80 TRACT A ACCESS HORI2. 1"--20' VERT. 1 "=5' • Encompass ® ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 " Issaquah, WA 98027 " Phone: (425) 392-0250 " Fax: (425) 391-3055 Eastern Washington Division Know what's below. 407 Swiftwater Blvd. " Cie Elum, WA 98922 " Phone: (509) 674-7433 • Fax: Call before you diq. (509) 674-7419 1 ASBUILTS ?021 1 NO. REVISION vift m: SDM NEM LFM NEM 2/5/21 NEM cHEcxm: NEM $Y DATE APPR cJA SCALE: 1 " = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERWAL: MW 108 HORIZOMAL AND 1983/1991 DATU M (ni"116R) Cl T Y OF RENTON Naw Planning/Building/Public Works Dept. REQUIRED DEPENDING ON SOIL CONDITIONS CEMENT CONCRETE CURB PER C.O.R. STD. PLAN 101 (2) STREET TREES REQUIRED TYPICAL SECTION UNIONAVE. NE N. T S. S-401501 W-401501 R- 401505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Q HUYNH SHORT PLAT LUA17-000855 GRADING / UTILITY / DRAINAGE PLAN & PROFILE Cl- Cn Z wre 0210512021 `M-m NIA NIA y auxwc Na 17597 Scr. M 5 10