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HomeMy WebLinkAboutR-401505W, N CN 0 9391 4+45 0 0 0 00 �I �1 I 0 0 307 I 445 440 435 430 3 0 425 it ca Lo 420 14+45 LOT 3 DRAINAGE NOTE: LOT 3 ROOF DRAINAGE TO BE SPLIT EQUALLY BETWEEN INFILTRATION TRENCH AND DRYWELL. PRIVATE 7 LF 8" DI 0 0.6% 042305-9392 042305-9393 PRIVATE CB#6, TYPE 1 STA:13+30.56, 5.22' RT PROPOSED RIM=438.7f PERMEABLE IE=435.35, 8" (SE) DRIVEWAY LIE=435.30 STUB 659 S.F. PVC MIN. 436 14+00 - PRIVATE 38 LF 8" VERTICAL CROSS (MJxFL) 8" DI 0 0.5% PER STD PLAN NO. 300.6 OAND 8" CAP W/2" B.O. ASSEMBL Y 10' PRIVATE S TOf M AND THRUST BLOCK DRAINAGE EASEME O EMERGENCY .' II OVERFLOW 8" IE=438f LOT 3 CLEANOUT PER C.O.R. STD. PLAN 8 81E 226.0 ON SHEET FF=437.0 E O 7 (TYP) EMERGENCY PRIVATE 5 LF 8" OVERFLOW DI 0 50.0% 8" IE=435.00 PRIVATE 32 LF 8" DI 0 0.5% PRIVATE 8 LF 8" 10' PRIVATE STORM DI 0 5.88% DRAINAGE EASEMENT - 5' - 436 - - PRIVATE CB14, TYPE 1 - - - RIM=436.00 PRIVATE 94 LF IE=434.53, 8" (N,W,E) 8" DI 00.5% PRIVATE 5 LF 8 DI 0 0.6% RIPRAP PAD _ 8'x7z1' 042305TR-A IE=434.50 SEE DETAIL SHEET 9 042305-9394 END CEMENT CONC. CURB STA:13+25.58, 6.00' RT PRIVATE CB17, TYPE 1 STA:13+23+53, 5.22' RT (W) RIM=438.81 IE=435.39, 8" i N88°19'30"W 405.66' EXIST SSMH x CB T-1� RIM=445.59' RIM-445.86' CENTER OF 8" CONC. � IE (N.) 12" CMP-440.66' CHANNEL (N. & S.)=432.19' Q IE (S.) 12" CMP=440.66' Z 0 N 0 5 10 20 0 DRIVEWAY, ASSOCIATED UTILITIES &THE END SIDEWALK TO I 3 TRANSITION TO KEYNOTES: SCALE 1 " = 20' PUBLIC STREET FRONTAGE. EXISTING SIDEWALK AVOID GRADING ON ADJACENT PROPERTY o AO CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION 042305-9395 BEGIN CEMENT CONC. CURB CEMENT CONC. CURB 042305-9267 S A 10+21.78 © EXISTING J" WATER SERVICE AND METER TO BE ABANDONED AT MAIN STA:10+39.08, 6.00' RT CFSET 10.00' RT d o LINE (BY CITY) UNLESS IT IS RE -USED FOR IRRIGATION A DCVA IS CLEANOUT AND 2'x2x1' REQUIRED AND SHOULD BE LOCATED ON PRIVATE PROPERTY CONCRETE PAD PER PRIVATE CB#3, TYPE 1 PRIVATE CB#2, TYPE IL C4 CON5TRUCT CONCRETE DOWNSTREAM OF THE WATER METER. r C.O.R. STD. PLAN 403.1 STA:11 + 15.43, 5.22' RT W/SOLID LID DRIVEWAY PER C.O.R. ON SHEET 8 (TYP) RIM=441.19 STA:10+44.22, 5.22' RT STD.I PLAN 104.2 ©CUT AND CAP EXISTING "SERVICE AT MAIN LINE (BY CITY). CEMENT CONC. HP 441.45 IE=438.36, 12" (E) RIM=442.60 CURB (TYP) IE=437.26, 12" (SW) SSMH#1 P STA:10+00.01, 1.00' RT OD INFILTRATION TRENCH SYSTEM TO BE CONSTRUCTED UNDER SINGLE RIM=443.38 FAMILY BUILDING PERMIT PER DETAIL SHEET 6 ALL IMPERVIOUS TO BE 285 50' s Cf' IE=431.69, 8" (N,S) ROUTED TO TRENCH (TYP). NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 13+00 da . 20' 12+00 ° S881 16 440.68 95 9 30"E .27' 440 STA:13+12.83, 1.0' RT 173 LF 8" J RIM=439.20 I CLASS 53 DI WM L2 4 IE=434.67, 8" (E) " WATER L Li OH I IE=434.84, 6" (W) 1 FOR LOT 2R PER VICE 441.20 C.O.R. STD. PLAN SEWER STUB O 1" WATER SERVICE 441.90 �•- o ' 2 W 320.1 (TYP) STA: 12+ 15 o0 c� FOR LOT 3 PER 6" IE=434.00 D � C.O.R. STD. PLAN LOT 2 18 LF 6" PVC 442.01 ; F- 320.1 TYP / ( ) 0 2.00% MIN. o .i U Z 7,789 SF �I. 00 E PER C.O.R. STD �- O FF=440.0 u . O of PLAN 406.1 (TYP) 2D No / k PRIVATE CB15A, TYPE 1 - S88'19'30'E ^ RIM=439.0f a' I IE=435.16, 8" (N,W,E) d 10.00' 10.00' / a EMERGENCY ° .442.09 -j OVERFLOW a ° . 8" IE=438.00 0 0 438-- �' 0Ln 0 N b PRIVATE 11 LF 8" - - - `n DI 0 28.3% PROPOSPERMEABLE S88'19'30"E 405.76' S°� PRIVATE CB#5, TYPE 1 DRIVEWAY J RIM=437.7E 697 S.F. IE=435.00, 8" (N,W,E) 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 8, SEE APPENDIX C2.13 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR SOIL AMENDMENT DESIGN GUIDELINES. RETAINED TREE NOTE.' ARBORIST IS TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED 313 LF PVC 0 1.0% ; : • ; : PRIVATE 69 . 441.65 : 11.+00 J TL8 al cti 441.92 SEW R STU - - _ 1710 P TE 63FIRE HYDRANT ASSEMBLYA: f0+6PER C.O.R. STD. PLAN 310.16" I =435WATER "441.95 20 F 6 VC • , STA:11 +50.02, 17.92' LT EASEMENT ®14.17 8 x6" TEE (MJxFL) PROPOSEDa LU - 442.01 6" GATE VALVE (FLxMJ) PERMEABLE c=� W/THRUST BLOCKING 1DRII DRIVEWAY da iY z LOT 1F. a e, O x 1= 8,051 SF a �/ FF=442.0 1" WATER SERVICE x a - 442.09 FOR LOT 1 PER a a 99 C.O.R. STD. PLAN EMERGENCY a d a / 320.1 (TYP) OVERFLOW 8" IE=440.00 PRIVATE 6 LF 8" CCP 0 5.0% 10' LANDSCAPE & PRIVATE DRAINAGE EASEMENT PRIVATE CB# 1, TYPE 1 L 042305-9419 W/SOLID LID & INSIDE DROP STRUCTURE STA:10+43.56, 57.75' LT RIM=442.Of 042305-9077 IE=436.25, 12" (N,SE) IE=439.70, 8" (W) PRIVATE 26 LF 12" CCP 0 1.5% CENTER OF CHANNEL A 30. IE=431.54, 8" (W) OE AREA DRAIN TO FG PROVIDE DOWN TURNED ELBOW IN PAVED AREAS. J/ CONNECT TO O PROPOSED MAILBOX LOCATION. - - - - EX. 12 DI WATERMAIN IN ACCORDANCE WITH CITY © EXISTING MAILBOXES TO BE RELOCATED, COORDINATE WITH POSTMASTER as 9s, OF RENTON REQUIREMENTS O A STA:9+80.06, 9.00' LT H 10'0 x 5' DEEP INFILTRATION DRYWELL PER DETAIL ON SHEET 9. DO NOT L - - 12 z8" TAPPING TEE MJxFL O ( ) CONNECT FOOTING DRAINS. Q �\ _ _ 8" TAPPING VALVE (FLxMJ) L/OK �oq o W/THRUST BLOCKING O CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF EXISTING 36" SPU L� o I\ PER C.O.R. STD. PLAN 300.1 WATER LINE PRIOR TO INSTALLATION OF NEW 8" SEWER MAIN. t 6 ay CONTRACTOR TO SUPPORT EXISTING PIPE PER PIPE SUPPORT PLAN ON D oo A SHEET 10. CALL KATHI ILLMAN OF SPU (206) 684-3933 PRIOR TO ANY 00o N WORK NEAR WATERLINE INCLUDING POTHOLING. CL,o SAWCUT EXISTING PAVEMENT FOR o `" yA WATER AND SEWER CONNECTIONS O 6" THICK 4'X4' ETHAFOAM PAD TO BE PLACED BETWEEN SPU WATER 0 4, \ AND RESTORE PAVEMENT AND Ln 00 ° o MAIN AND PROPOSED 8" WATER LINE, CENTERED ON CROSSING. I o w � FOGLINE PER C.O.R. STANDARDS ` or�^lir°Ji�� oy a O AREA OF TRENCH WITH LESS THAN 3' OF COVER TO BE BACKFILLED z�J _ oo WITH CDF. z B � 1i, vs CB T-2 °p RIM-440.97' (, -IE (S.) 18" CMP=435.37' ^ 0� IE (N.) 12" CMP=435.87' C4 NEW 12" IE=435.87 w a CORE. DRILL OPENING & sP P-ROTE WATER TIGHT SEAL { a 20' PRIVATE ACCESS / UTILITY EASEMENT { CB T-1 16' ACCESS s RIM=441.03' z F- IE (N.) 12" CMP=437.48' 6' g Q s ,< IE (S.) 12" CMP=437,48' CURB & GUTTER z o IE (E.) 6" PVC=438.03' Q U TO MATCH EXISTINGW 2% (TYP) Q END CEMENT CONC. CURB, .. MATCH EXISTING zo o \:.-.:: i o � STA 10+21.89 \� , SIDEWALK & RESTORE PLANTER z OFFSET 70.15'LT a SUBGRADE POROUS ASPHALT OR CEMENT CONCRETE PERVIOUS CONCRETE a s a CURB PER C.O.R. STD. PLAN 101 PER C.O.R. STD. PLAN 261.10 . ea EXIST. SSMH SHARED DRIVEWAYACCESS SECTION ( 1r RIM=439.90' N.T.S. CENTER OF 8" CONC. CHANNEL CL N S & W -430 75' AREA TO BE RI10=440.97 40' R/W FILLED WICDF IE(S)18"CMP=435.37 PRIVATE CB 2, TYPE IL IE(N)12 "CMP=435.87 R W/SOLID LID NEW 12" DE 10' STA:10+44.22, 5.22' RT o o f IE=435.87 z I DEDICATION 8 22' RIM=442.60 �= � CORE DRILL W OPENING & PLANTER y EXISTING PAVEMENT LVC=30.00 LVC=30.00 IE=437.26, 12" (S,W) PVI:11 +45.84 EL:441.54 FPV/:11+10.43 EL:441.1 � PRIVATE 63 LF 12" CPP 0 1.6% °' � V! o o W nI o I bI I ^ PROVIDE WATER ¢ z TIGHT SEAL o 1 �I 8' SIDEWALK CONNECT TO EX. 12" DI 1.5�_9A 0. 5' SA WCUT EXIST. PAVEMENT MATCH EXIST. SECTION ON UNION AVE. NE W W co + 1� • N + �r + - v- - X. 36" WM J � U z W EX. GRADE AT C/L _ �r - d `- PRIVATE CB16, J PE 1 I a 8" CA W/ 2" B.O. ACT A ACCESS J • J •• Ll, W W U '• J U W Cz RT Ct I o ASSEMBLY AND THRUST m TA:13+30.56 5.22' W RIM= 8.7E Ct BLOCK NG _, IE=435.35, 8 (SE) a W �- 1.00% � I PROPOSED.GRADE AT 3' MIN PRIVATE 69 L 12" DI ® 1.6% 6" THICK s� rHICK a 173 LF " CLASS 53 C/L TRACT A ACCESS + AM PAD I a 1 WATERMAIN 0 CLEARANCE 17C LF 8"7- 6 LF 1.2. CLAS 53 DI T 0 4.6s, DI SEWER STUB WA RMAIN 6" IE=435.30 p 5 LF 6" PVC PRIVATE 313 LF 8 PVC ® 1.0. U 2.00% MIN. SEWER STUB PRIVATE CB 3, TYP 1 SEWERSTUB SSMH12 STA: 12+ 15 IRE HYDRANT AS MBLY ST RT STA: 10+65 • 11 + 15.43, 4.5' PRIVATE 8" D 7 LF I ST4:13+1 RIM=4 IE=434.6 .45, 3.34' LT 6" IE=433.69 PER C.O.R. STD. PLAN 310.1 RIM=441.19 IE=438.36 8" 6" IE= 432.19 SSMH 1 ® 0.6% 8" (E) A:11 +50.02 17. " 2' LT E) PRIVATE CB17, TYPE 1 IE=434.8 , , 6" (W) 8 x 6 TAPPING TEE TAPPING VALVE xFL) MJ) PRIVATE W CB 1, TYPE 1L STA:9+99.64, 3. OLIO LID & STA:13+23+ 5.22 RT W/THRUST BL CKING INSIDE DROP STRUCTVRE RIM=443.38 RIM=438.81 STA:10+43.56, 57.75 LT IE=431.69, 8 IE=43 .39, 8" (W) RI-442.Ot CENTER OF CHA CENTER _ IE=436.25 IE=439.70, " 12 N S IE 4, 8" (W) O) eF• 01 O t0 o ._ o. °� ^ �� 00 o� n� . O : N N ._ �� �I�. �� . ��. ►'� •- o �� N� O . N o� O O) rj � Leh `� ` s} � e� 10 c aN} �t � cD V w� � eF •t . �; =� � W� W� w� LLJ�; w� w� 7 � w� eZ w� iF . � �; w� V � w� eF CD w� � w�LLJ V 14+00 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 407 Swiftwater Blvd. • Cle Flum, WA 98922 " Phone: (509) 674-7433 " Fax: (509) 674-7419 13+00 12+00 11+00 TRACT A ACCESS HORIZ. 1 "=20' VERT. 1 "=5' 7 REVISED PER SPU COMMENTS NEM 8105119 NEM 0L1 E. MSC 6 ADDED SPU PIPE SUPPORT PLAN NEM 6110119 NEM was� 5 REVISED PER CITY COMMENTS DATED 4111119 NEM 617119 NEM suRvEYED: SCALE., VERTICAL: NAVD 1988 4 REVISED PER CITY COMMENTS DATED 3122119 NEM 3127119 NEM SDM „ HORIZONTAL: NAD 198311991 1 - 20, v 3 REVISED PER CITY COMMENTS DATED 211119 NEM 316119 DESIGNED: NEM NEM 2 REVISED PER CITY COMMENTS DATED 8110118 NEM 211971 NEM DRAWN. LFM 39897 f�� �EGIST 1 REVISED PER CITY COMMENTS DATED 7130118 NEM 9121118 NEM CHECKED: ONE INCH DATU M SG� �SSIONAL AT FULL SCALE NEM IF NOT ONE INCH 8105/19 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CJA 445 WATERMAIN IN ACCORDANCE 2% WITH CITY OF RENTON REQUIREMENTS STA' 9+80.06 9.00 LT " " 6" HMA CLASS 12 x8 TAPPING TEE (MJxFL) 1/2" 64-22 8 TAPPING VALVE (FLxMJ) CEMENT CONCRETE W/THRUST BLOCKING L SIDEWALK PER 6" CRUSHED SURFACING 440 PER C.O.R. STD. PLAN 300.1 C.O.R. STD. PLAN TOP COURSE )411 102 ADDITIONAL STRUCTURAL FILL MAY BE 435 M1, 4' LT ,S NEL W 425 rn rn d- 420 10+00 9+80 Cl T Y OF RENTON Planning/Building/Public Works Dept. TYF REQUIRED DEPENDING ON SOIL CONDITIONS CEMENT CONCRETE CURB PER C.O.R. STD. PLAN 101 _ (2) STREET TREES REQUIRED ICAL SECTION UNION AVE. NE N. T. S. S-401501 W401501 R-401505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J WASTEWATER UTILITY Avmr& SURFACE WATER UTILITY Cl- ,{j jfarah 04/12/2019 dchristen 04/09/2019 :1 O DEVELOPMENT ENGINEERING WATER UTILITY jchavez 08/12/2019 agafour 08/09/2019 :0:1 DATE: HU YNH SHORT PLA T 8105119 Z LUA 17- 000855 FIELDBOOK: N/A PAGE., NIA DRAWING N0: GRADING / UTILITY / DRAINAGE 17597 PLAN & PROFILE SHEET 5' 10