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HomeMy WebLinkAboutP_Composite_Utility_Plan_Huynh_Short_Plat_200916_v1.pdfLOT 3 DRAINAGE NOTE: LOT 3 ROOF DRAINAGE TO BE SPLIT EQUALLY BETWEEN INFILTRATION TRENCH AND DRYWELL. PRIVATE 7 LF 8" DI ® 0.6% 9391 042305-9392 042305-9393 PRIVATE CB16, TYPE 1 STA:13+30.56, 5.22' RT PROPOSED RIM=438.(S7t PERMEABLE IE=435.35, 8" ,E) DRIVEWAY SEWER STUB 659 S.F. 6" IE=435.30 L-� 15 LF 6" PVC ® 2.00% MIN, 436 c _ a 4+L45 14+00 - - PRIVATE 38 LF d° 8" DI ® 0.5% ° o O 0 0 10' PRIVATE STO M 00 DRAINAGE EASEME ° O EMERGENCY N i, OVERFLOW H oLOT 3 CLEANOUT PER DI o 8,817 SFC.O.R. STD. PLAN N �n ` FF=437.0 226.0 ON SHEET O X 7 (NIP) LO EMERGENCY PRIVATE 5 LF 8" OVERFLOW DI ® 50.0% 8" IE=435.00 PRIVATE 32 LF 307 I " 10' PRIVATE BSTOR ® 0.5% PRIVATE 8 LF 8 DRAINAGE EASEMENT DI ®5.88% - - - - - + -_j 5 436 PRIVATE CB14, TYPE 1 - - RIM=436.00 777 PRIVATE 94 LF IE=434.53, 8" (N,W,E) 8" DI ®0.5% PRIVATE 5 LF 8" DI ® 0.6% RIPRAP PAD 8x7'x1' 042305TR-A IE=434.50 SEE DETAIL SHEET 9 445 440 435 430 3 0 425 I 420 14+45 042305-9394 END CEMENT CONC. CURB STA:13+25.58, 6, 00' RT PRIVATE CB17, TYPE 1 STA:13+23+53, 5.22' RT RIM=438.81 =N88*1 " (W) 9'30"W 405.66' 042305-9395 16' S88'19'30"E 95.27' 2 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E. W.M. CITY OF RENTON, STATE OF WASHINGTON 20'... -1440.68 440 STA:13+12.83, 1.0' RTI 173 LF 8" J J + RIM=439.20 CLASS 53 DI WM L2 IE=434.67, 8" (E) 1" WATER SERVICE 441.20 IE=434.84, 6" (W) FOR LOT 2 PER C.O.R. STD. PLAN SEWER STUB CEMENT CONC. CURB (TYP) 285.50' RETAINED TREE NOTE: ARBORIST IS TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED EXIST. SSMHCB T-1RIM=445.59' RIM=445.86CENTER OF 8" CONC. IE (N.) 12" CMP-440.66'CHANNEL (N. & S.)=432.19'IE (S.) 12" CMP=440.66' DRIVEWAY, ASSOCIATED UTILITIES & THE END SIDEWALK TO PUBLIC STREET FRONTAGE. AVOID GRADING ON ADJACENT PROPERTY 042305-9267 BEGIN CEMENT CONC. CURB STA:10+39.08, 6.00' RT CLEANOUT AND 2x2x1' CONCRETE PAD PER PRIVATE CB#3, TYPE 1 PRIVATE CB#2, TYPE 1L C.O.R. STD. PLAN 403.1 STA:11+15.43, 5.22' RT W/SOLID LID ON SHEET 8 (TYP) RIM_441.19STA:10+44.22, 5.22' RT HP 4441.45 IE--Z8.36, 12" (E) RIM=442.60 IE=437.26, 12" (SW) L* JCE 441.95 C.O.R. STD. PLAN LOT 2 18 LF 6" PVC 442.01 320.1 TIP ® 2.00% MIN.442.01 _00 ( ) /� 7,789 SFPER C.O.R. STDIt O� FF=440.0PLAN 406.1 (TYP) 20cnPRIVATE CB#5A, TYPE 1 RIM=439.Of IE=435.16, 8" (N,W,E) EMERGENCY OVERFLOW 8" IE=438.00 'vV � PRIVATE 11 LF 8" DI ® 28.3% PRIVATE CBI TYPE 1 RIM=437.7E IE=435.00, 8" (N,W,E) 042305-9422 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. 042305-9421 441.90 S88'1.9'30"E 313 LF:�r- PVC 0 1.0% PRIVATE 6f 441..65 ;:• 11+00 170. LF 8" CLASS 53 DI WM TLC T - aT _ 441.92 SEW R STU FIRE HYDRANT ASSEMBLY - - - -STA: 10+6 ° 6" 1 =435. Ik 2 PER C.O.R. STD. PLAN 310.1 10' WATER " STA:11 +50.02, 17.92' LT EASEMENT ® 1 .1% VC 8 x6 TAPPING TEE (MJxFL) PROPOSED a 6" TAPPING VALVE (FLxMJ) PERMEABLE W/THRUST BLOCKING DRIVEWAY LOT 11,002 S.F. a° 8,051 SF ° O mn 10.00' 10.00, a ° ° 1 " WATER SERVICE FF=442<0 .442.09.a 442.09 FOR LOT 1 PER d ° o 441.99 C.O.R. STD. PLAN EMERGENCY a d o -co 320.1 (TYP) OVERFLOW ° N o 8" IE=440.00 „ CD co PROPOSED S88'19'30"E 405.76' S PERMEABLE J DRIVEWAY 697 S.F. 042305-9420 042305-9419 - r PRIVATE 6 LF 8" CCP ® 5.0� 10' LANDSCAPE & PRIVATE DRAINAGE - EASEMENT PRIVATE CB# 1, TYPE 1 L 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 ® 1.5% 0 5 10 20 0 TRANSITION TO KEYNOTES: SCALE 1 " = 20' EXISTING SIDEWALK O CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION Ic CEMENT CONIC. CURB STA © EXISTING j- WATER SERVICE AND METER TO BE ABANDONED AT MAIN CFSET 1010. 00' RT LINE (BY CITY) UNLESS IT IS RE -USED FOR IRRIGATION A DCVA IS I REQUIRED AND SHOULD BE LOCATED ON PRIVATE PROPERTY C01�5TRUCT CONCRETE DOWNSTREAM OF THE WATER METER. DRIVEWAY PER C.O.R. STD.' PLAN 104.2 © CUT AND CAP EXISTING J" SERVICE AT MAIN LINE (BY CITY). i SSMHj1 �°On STA:10+00.01, 1.00' RT OD INFILTRATION TRENCH SYSTEM TO BE CONSTRUCTED UNDER SINGLE 00 RIM=443.38 FAMILY BUILDING PERMIT PER DETAIL SHEET 6 ALL IMPERVIOUS TO BE a IE=431.69, 8" (N,S) ROUTED TO TRENCH (TYP). CENTER OF CHANNEL 30. IE=431.54, 8" (W) QE AREA DRAIN TO FG PROVIDE DOWN TURNED ELBOW IN PAVED AREAS. / CONNECT TO O PROPOSED MAILBOX LOCATION. ° o - - - - I EX. 12" DI WATERMAIN IN ACCORDANCE WITH CITY © OF RENTON REQUIREMENTS EXISTING MAILBOXES TO BE RELOCATED, COORDINATE WITH POSTMASTER ' A STA:9+80.06, 9.00' LT O 10'0 x 5' DEEP INFILTRATION DRYWELL PER DETAIL ON SHEET 9. DO NOT 12 x8" TAPPING TEE (MJxFL) CONNECT FOOTING DRAINS. 8" TAPPING VALVE (FLxMJ) OOK�A - W/THRUST BLOCKING Oj CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF EXISTING 36" SPU PER C.O.R. STD. PLAN 300.1 WATER LINE PRIOR TO INSTALLATION OF NEW 8" SEWER MAIN. N_ o CONTRACTOR TO SUPPORT EXISTING PIPE PER PIPE SUPPORT PLAN ON o o y \ SHEET 10. CALL KATHI ILLMAN OF SPU (206) 684-3933 PRIOR TO ANY 00 WORK NEAR WATERLINE INCLUDING POTHOLING. oyA SAWCUT EXISTING PAVEMENT FOR WATER AND SEWER CONNECTIONS • �o O 6" THICK 4'X4' ETHAFOAM PAD TO BE PLACED BETWEEN SPU WATER �d d w \ = AND RESTORE PAVEMENT AND oo oFOGLINE PER C.O.R.STANDARDS z ° MAIN AND PROPOSED 8" WATER LINE, CENTERED ON CROSSING. o 00 n a O z/� �,o0n ��L oy a OK AREA OF TRENCH WITH LESS THAN 3' OF COVER TO BE BACKFILLED `.J A WITH CDF. N z '0 w" 1 .,d W W -- W W 1 CB T-2 co RIM-440.97' 44 G° 3 18" CMP=435.37' IE (N.) 12" CMP=435.87' 0 C4 NEW 12" IE=435.87 a CORE DRILL OPENING & ° N PROVIDE WATER TIGHT SEAL 20' PRIVATE ACCESS / UTILITY EASEMENT CB T-1 16' ACCESS 1 a RIM=441.03' z - IE (N.) 12" CMP=437.48' 6 z s Uj IE (S.) 12" CMP=437.48' a TCURB & O MATCH XIS�NG o E (E.) 6" PVC=438.03' Q O � u Q END CEMENT CONIC. CURB, i o MATCH EXISTING o STA 10+21.89 \�� SIDEWALK & OFFSET 70.15'LT s RESTORE PLANTER a SUBGRADE POROUS ASPHALT OR CEMENT CONCRETE PERVIOUS CONCRETE s a CURB PER C.O.R. STD. PLAN 101 PER C.O.R. STD. PLAN 261.10 1 0 3 0 EXIST. SSMH SHARED DRIVEWAYACCESS SECTION ( RIM=439.90' N.T.S. CENTER OF 8" CONC. CHANNEL a N S & W -430 75' AREA TO BE RIM=440.97 (., )- FILLED W/CDF IE(S) 18 "CMP= 435.3 7 40' R/W PRIVATE CBI TYPE 1L IE(N)12"CMP=435.87 W/SOLID LID NEW 12" 10 STA:10+44,22, 5.22' RT o f o f IE=435.87 z DEDICATION 8' 22' RIM=442.60 F= � CORE DRILL UEXISTING Q OPENING & > PLANTER IE=437.26, 12" (S,W) 3' ¢ 1' �� 8' PAVEMENT LVC=30.00LVC=30.00 W M I PROVIDE WATER Z I SIDEWALK 0. 5' PVI:11 +45.84 EL:441.54 EL:441.1�PRIVATE 63 LF o TIGHT SEAL 10 SAWCUT EXIST. PAVEMENT 12" CPP ® 1.6% o I CONNECT TO EX. 12" DI 1.5%ATCH EXIST. SECTION ON FP-V/:11+10.43 �0 UNION AVE NE W + N +;: t d - LX. 36 wM -� U W z . GRADE AT C/L �I .- � o J I PRIVATE CB16, T1PE 1 a 8" CA W/ 2" B.O. TRACT A ACCESS � m w � �" m TA:13+30.56, 5. 2 RT ac w ASSEMBLY AND THRUST - .00% W RIM= 8.7E o BLOC NG IE=435.35, 8 (SE) a W 1.009 PROPOSED GRADE AT 3' MIN PRIVATE 69 L 12" DI ® 1.6% a 173 LF 8* CLASS 53 C/L TRACT A ACCESS BE' 1 WATERMAIN O ) CLEARANCE � 17 LF 8" 6 ? cv CLASS53 DI ® 1. D1 SEWER STUB WA T FRMAIN 6" IE=435.30 p 5 LF 6" PVC PRIVATE 313 LF 8 PVC 0 1.0. 2.00% MIN. SEWER STUB PRIVATE CB 3, TYPE 1 SEWER STUB SSMH12 STA: 12+ 15 IRE HYDRANT ASS ST RT STA: 10+65 :11 + 15.43, 4.5' PRIVATE 7 LF STA:13+1 .45, 3.34' LT 6" IE=433.69 PER C.O.R. STD. PLAN 310.1 RIM=441.19 6" IE= 32.19 8" DI ® 0.6% RIM=STA: IE=434.6 8" (E) " 11 +50.02, 17. " 2' LT IE=438.36, 8" E) SSMH Il PRIVATE C 7, TYPE 1 IE=434.8 , 6" (W) 8 x 6" TAPPING TEE TAPPING VALVE JxFL) MJ) PRI W 1 ATE CB TYPE 1 L STA:9+99.64 3. ' OLID LID & STA:13+23+ , 5.22 RT W/THRUST BLOCKING INS DE DROP STRUC RE RIM=443.38 RIM=438.81 ST :10+43.56, 57.75 LT IE=431.69, 8" IE=43 .39, 8- (W) RIM =442.0# CENTER OF CHA IE= 36.25 12" N S IE=431.54, 8" IE39.70, " () o cc o rn �� o �00 O M 00 M O N O m d O) c el d '6 Cc� cAci WC9 W9 W � W W W 9 W � w Cww W 9 w .� C C9 (-D C9 C� w w L W w w �uo 14+00 Lncompass 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 407Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 13+00 8105119 12+00 TRACT A ACCESS HORIZ. 1 "=20' VERT. 1 "=5' 7 REVISED PER SPU COMMENTS 6 ADDED SPU PIPE SUPPORT PLAN 5 REVISED PER CITY COMMENTS DATED 4111/19 4 REVISED PER CITY COMMENTS DATED 3122119 3 REVISED PER CITY COMMENTS DATED 2/1/19 2 REVISED PER CITY COMMENTS DATED 8110118 1 REVISED PER CITY COMMENTS DATED 7130118 NO. REVISION NEM 8105119 NEM NEM 6110119 NEM NEM 6/7/19 NEM SURVEYED: NEM 3/27/19 NEM DESIGNED: NEM 3/6/19 NEM NEM 12119111 NEM °R4W" NEM 91211181 NEM CHECKED: BY I DATE I APPR I APPROVED 11+00 445 WATERMAIN IN ACCORDANCE 2% WITH CITY OF RENTON gum REQUIREMENTS STA:9+80.06, 9.00' LT 12"x8" TAPPING TEE (MJxFL) 6" HMA CLASS 8" TAPPING VALVE (FLxMJ) CEMENT CONCRETE 1/2" 64-22 W/THRUST BLOCKING SIDEWALK PER 6" CRUSHED SURFACING 440 PER C.O.R. STD. PLAN 300.1 C.O.R. STD. PLAN TOP COURSE 102 ADDITIONAL STRUCTURAL FILL MAY BE 435 arty: 4 LT ,S NEL W 425 rn rn N 420 10+00 9+80 REQUIRED DEPENDING ON SOIL CONDITIONS CEMENT CONCRETE CURB PER C. 0. R. STD. PLAN 101 (2) STREET TREES REQUIRED TYPICAL SECTION UNION AVE. NE S-401501 W- 4 015 01 R - 4- 015 05 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q SCALE: SDM 1 " = 20' HORI ORNTAL: NAD 1963/1997 HU YNH SHORT PLAT NEM [;Rl o CITY OF L UA 17- 000855 RENTON LFM ONE INCH DATU M NEM IFAT FULL NOTONEINCH Planning/Building/Public Works Deft. GRADING / UTILITY / DRAINAGE CJA SCALE ACCORDINGLY PLAN CX. P R O FI L E O I DATE: 8105119 FIELDROOK: N/A PAGE., NIA DRAWING NO: 17597 SHEET., 5 OF., 10