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HomeMy WebLinkAboutS-411507ALL WORK SHOWN ON THIS SHEET IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY WITH KING COUNTY ROAD STANDARDS NORTH In 0 00 3 LO I III I I I I 6" PVC SIDE SEWER 6" PVC SIDE SEWER 0 2.0%' MIN I 0 2.090 MIN I �� 6" PVC SIDE SEWER COORINDINATE WITH OWNERS n z 0 2.0% MIN I TO MAINTAIN ACCESS TO SSMH 119 48"0 w EXISTING DRIVEWAYS PER COR STD 400.1 U w DO / \ W/ COVER & FRAME N � w z - PER COR 401 d II N w n LL o APPROX. LOCATION / U. STA:53+21.19, 0.00, w o LF) I WATER MAIN / T.L. 722970-0100 � � II o II RIM: 439.88 I N w o IE=432.40 10" (W N Ld w T.L. 7229 -90 IE=432.30 10"INS) T.L. 7 2970-0 95 I - - 450- \ J - -436 - as (IS _ -440� n - z- -436 0 8� - -436 - �- - - QN- f43 o O / i M f��t n,-- - M O I M M M M M M M ' M M Jvto- o j \ 166TH AVE SS+o ---- - ✓�4+ ---- - --- ---- - - - - - - - / --- - \ o X \ X _ � 49�v � � M -436 Z. =1�1\0 r j - - -434 - - _ 302 LF 10" PVC SS 0 0.40q w \ - - - SSMH #10 48"0 l / PER COR STD 400.1 o INSTALL SILT FENCE W/ COVER & FRAME N `' \ I 6" PVC SIDE SEWER \ J ( AND STRAW WATTLES >- / N 0 2.0% MIN \ / PER COR 401 w ll \ AS NEEDED TO ` STA: 56+23.03, 0.00 11rr442\ 3 �� ° SAWCUT & RESTORE N-) PROTECT ADJACENT \ \ RIM: 443.30 C Z z PROPERTY. MAINTAIN IE=431.10 10" (N) z N N z PAVEMENT IN KIND (TIP) o II \ o / o w FOLLOW KING COUNTY 0 w ACCESS TO EXISTING � IE=431.00 10" (S) 0, L Lw STANDARDS RESIDENCES w _ w \� \I / o N T.L. 722970-0030 I I rN 324 LF 10" PVC SS 0 2.93% :� r� ,I J CONTINUATION -SEE SHEET 17 455 450 445 :Al-m LX-S8I GY.blm LP•Td D QS I I NIc4-��� 1170 00Z mcr ozLn Au- r I \ � 03d `1P33W3Sb U / !- I d3M3S-- 1JVIINVS 91 / x > > / ET, cn T.L. 132305-9038LLJw / DSO I I LIBERTY SCHOOL T.L/ 1323059038 = o CD 0 CO m w cc z z z U-) / \cc 77 _ \ J I 254 LF 10 C-900 SS 0 1.807 n o � > \ \ \ LLJ Q DO Ln� >> z z - Lu� / \ \LU -K - 4+55.98 X. CONC. D 24" IE=4 3f 6 ILLI 302 LF 10" PVC o a40AG SSMH 48"0 z LJ PER COR STD 400.1 z COVER R & FRAME 254 LF 1 " C-900 P COR 401 SSMH " 0 0 ®1.80 V STA:53+ 1.19, 0.00' PER CO STDD 400.1 RIM:439. 8 W/ COVER & FRAM 1E=432. , 10" (W) PER COR 401 1E=432.3 , 10" (S) STA:56 23.03, 0. U IE=431.1 , 10" (N) EX: MH IE=431. , 10" (S) 6, 0' RT STA:58+71. RI = 445.03 EX. IE=426.03, 12" (ESE) E . IE=425.9 , 10" (E) E . IE=425.8 , loll (W) IE=426.4 , 10 N I� d Ln d �0 Lf) 00 c0 10) 00 n (b n LC) 0) 00 rn 1:7) CIO Cr) 00 Lr,) ^ Ln N Co N O 00 O n Qo to Lr) to to �0 to r, W) N LC) N co u) l-0 to O to O N N 0) Lc� O) LO d- o e1- LC) o U7 r n n ^ In rn O) N ^ N (0 O to � O O V- O d O O. 0� e1 Oi. 0� P) 0i f+) 06 Cd 06 n �) � r-� r. n r r< I\ r< r. 1\ r< h ri r. h) r< 06 Op .0� 0; O. O lYj Mj ¢. d e}. 'd Op �. �. Lri M lCj W rn 06 d d d r< 05 e} 0i ej Ln ri O. d 00 � Op. 10 d (p �} el' mot- e1- d- ) V- V- �1- � d- a- � �1- d- eF d- M e{ d- V- a'- n �1- el- V �F �1- �- e1- d- eF e} d- d �Y d- M <r- el- d- �1- d- In er- d- el- a'- �1- rl- eF sl- d- t e} d- d- d- �l V- d- V- W 4 I C CL C O 3 w w w w w w L� iC w w wC w w w w w w w LW LL w 4 52+80 53+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 - Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433 54+00 141L H 55+00 56+00 OFFSITE UTILITIES-3 HORIZ. 1 "=30' VERT. 1 "=5' 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 � 2 REVISIONS PER CITY COMMENTS DATED 410712021 REGISTER �;� 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIGNAL 0710112021 N0. REVISION 57+00 SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: 58+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 "=30' ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 455 450 445 :ids] :A1-7 3�1�] .Pzi] 58+80 EX. SSMH STA: 58+76.46, 0.03' LT RIM: 445.02 IE=426.42 10" (N) EX. IE=426.03, 12" (ESE) EX. IE=425.98 10" (E) EX. IE=425.88 10" (W) Know what's below. Call before you dig. % CITY OR 140 RENTON Planning/Building/Public Works Dept. 0 5 10 20 30 SCALE 1 " = 30' NOTES: 1. DEWATERING IS NOT ANTICIPATED. IF DEWATERING IS REQUIRED, CONTRACTOR WILL WORK WITH CITY AND COUNTY INSPECTORS TO DETERMINE BEST METHOD TO PROCEED. AT NO POINT SHOULD SILT LADEN WATER BE DISCHARGED TO EITHER THE STORM OR SEWER SYSTEM. 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE EDGE OF ROW FOR ALL LOTS AND CAPPED FOR FUTURE CONNECTION. J. ALL SIDE SEWER STUBS SHALL MEET CITY OF RENTON STANDARD PLAN 406.1. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE 3-5 FEET LOWER THAN THE LOWEST HOUSE FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. 4. ALL TREES SCHEDULED FOR REMOVAL IN KCROW WITH AN OD OF MORE THAN 4 INCHES SHALL BE MARKED IN THE FILED AND APPROVED BEFORE REMOVALS. U i S-411507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING WASTEWATER UTILITY Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 I- 0 Z DATE: LLJ SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: OFFSITE UTILITY IMPROVEMENTS 1460.3 SHEEP: OF 1 O :19