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HomeMy WebLinkAboutS-385001w Q n ry LJ u PORTION OF THE SE 1/4, SE 1/4, SECTION 3, TOWNSHIP 23 N, RANGE 5 EAST, W.M. STA. EQ. 16+66.22 NE 1 3TH ST. (SE 111 th ST.) 53+36.56 NILE AVE. NE (148th AVE SE) 0 • Ln 0 • ...... o -- Q z w --- ti; ao :. . . . . . . . . . . . . . . . . . u C war-+ LO -7 V-1." ' (PUBLIC) �.� b� M / ' i J 3wo <-..... ......... ........ \ Iwo. . , r " INSTALL NEW 8 \ w ^ II PVC PIPE ------- V)V). z cn i I f w w CONNECTION +I: Q U . �' _ - . I E 458 77 AND -o I � o .......... ...... _ rnrn � + +>-worn Zm, + .. CHANNEL MH BASE oo ao > S I ' LM LO . i. i STA. 53+23.71, 71T. cn Q z SAN. SEWER MH #1 c~n(nnaf:ww I E RIM=467.0E <R Il y , 458 89 (8" W) '� � �p N E_ IE -458 9 ) W �---- �, m oo 16.5Cl' `., o II .oC) i1 o I U' ....... o z + - + i N I J 3 U N Q 1 ' W W > LO i U I W m Q- �- ap Z N W IIQf 0 2 1 rot• ......_' vVo Q - W Mom Q ,n cn SAN. SEWLR MH 2 I Q w W rn Z # 3, w .. ........ . 0 0 0 STA. 51+15.33 , 7 LT (NILE AVE.) p z o �i °'• RIM=468.5E I w z `� ISI 0 °° o RESTORE ASPHALT PER CITY OF N ~ �_ : in �`' +> �� N� I _ .�X+� : II >w :mom II _ 000 o (n d- ' Z Z '• M . . ZLO0.00 STA. EQUATION 0+00 �- �V) 110-. cn 1 'd' ACCESS ROAD = w + tY z �.� I z :3 ""'"'.. • oo : F... ¢............ _ _........ - - AVE N E `n = 3 O -� . _ > .... I - 51 +10 87 NILE _ • • co _t I Z Q F- > cn z �, p �: a. SAN. SEWER MH #3 " "_ d- , , Q� � Q Q 0 0 ,.l >uj 00 STAT 1 +4 3.0, 4.4' RT ` . S s F 8" PVC (EX A S HALtV=�, _....._....; S- S S S •• ;. y. 15L C SEWER PIPE �- w 0.4% (PUBLIC), CAP ® P.L. z 1 +50 _ . ..s, 0*9 -ij:� LO \ !i RIM�j�i3.20 \ ..._ i.-.� 1+00 PROPOSED 0+50 ` ......... .21.5 UTILITY EXIST. FIRE HYDRANT I SE ENT Io oo -i -- STA. 51 +00.40, 7' LT (NILE AVE.) I : 06• _ . .._.... 136LF 8 PVC SEWER PIPE I ± 8 PVC CO PER CITY OF RENTON z d SL+ Ln STD. PLAN 403.1 x'00+ L 5' 1 : L0 ® 0./4% SLOPE (PUBLIC) ,_,_, z .......................................... ...................... ... _ o SAN. SEWER M.H. 2 o Z STA. 51 +15.33, 7'LT. NILE AVENUE w > < > o � ( ) SHARED DRIVEWAY/af RIM=468.5E NILE AVENUE NE Q Q Io �- IE S,W=459.92 .....:...c=n. J....... w � � Z. 470 IE N=459.82 C4 Z ................. LOT 1 ROW 470 LOT .2 ... LOT . I .................. IQ Q � LOT 3 LOT 2 o O F- rn 0. Ln 60. L ,R- . o O� 465 ....:� ..... .......... � : tet- : o > � d- � ............................... w 465 + II �: z . k _ ;.; w W W LO 00 CE lz� 460 ' 460 .... 0 SANITARY SEWER (PUBLIC) 8" 136LF PVC S=0.4� .. SAN. SEWER: MH 3 (EXTRA SHALLOW) RIM=463.20 IE=460.50 (8"EAST) 455 IE=460.66 (419NW)455 . . . . . . . . . . . . . . . . . . . . . . . . . . . 1+50 1+00 0+50 0+00 'SHARED DRIVEWAY AND SEWER PROFILE CALL 811 BEFORE YOU �, DIG SCALE: 1"=20' HOR. 1"=5' VERT. Development Management Engineers, LLC 5326 SW Manning Street, Seattle, WA 98116 Phone: 206 71 4-71 61 email: cliffC&sitedme.com Contact: Cliff Williams, PE p� N W ��40 1 2 3 2 A�r f NO. *AMJ D DCA T O c 1 � CD PER CITY REVIEW COMMENTS DATED 5/27/15 RMK -5/29/15-- INSTALL EROSION `- "Y 208LF 8 PVC SEWER ' SCALE I PER CITY REVIEW COMMENTS + � W N 11 8/27/15 CNW DE90MV. C. WIWAMs, P.E. PER CITY REVIEW COMMENTS CONTROL SOCK Y i PIPE ®0.4% (PUBLIC) CNW I v; p LO 7 II cn • it w R. KEHRLI, P.E. ow W" I �� Fwrowom scxX A000noMMY FILTER AT CATCH 3 -'-�_` i :: "" I... o BY DATE I APPR BASIN DOWN STREAM II:. Ili (n � w. TEMPORARY EROSION CONTROL I la... : w I MEASURES TO BE REMOVED UPON V i....rCi MLLJ (f) COMPLETION OF CONSTRUCTION. f ::; c6Q z �- w i.... �...i i r V) I 3VI + zow Z J I � LO,. f W QC - ...Of LO O ` v Yr/ LO LL 0 a- SWI r - +�LO r - 0 H Z M ry p j N o Qz M a - O I ►� p V) V) ix LL -j s ,..:.. „. . . . ... . . . . . . . . . . . 0 *Z W �---- �, m oo 16.5Cl' `., o II .oC) i1 o I U' ....... o z + - + i N I J 3 U N Q 1 ' W W > LO i U I W m Q- �- ap Z N W IIQf 0 2 1 rot• ......_' vVo Q - W Mom Q ,n cn SAN. SEWLR MH 2 I Q w W rn Z # 3, w .. ........ . 0 0 0 STA. 51+15.33 , 7 LT (NILE AVE.) p z o �i °'• RIM=468.5E I w z `� ISI 0 °° o RESTORE ASPHALT PER CITY OF N ~ �_ : in �`' +> �� N� I _ .�X+� : II >w :mom II _ 000 o (n d- ' Z Z '• M . . ZLO0.00 STA. EQUATION 0+00 �- �V) 110-. cn 1 'd' ACCESS ROAD = w + tY z �.� I z :3 ""'"'.. • oo : F... ¢............ _ _........ - - AVE N E `n = 3 O -� . _ > .... I - 51 +10 87 NILE _ • • co _t I Z Q F- > cn z �, p �: a. SAN. SEWER MH #3 " "_ d- , , Q� � Q Q 0 0 ,.l >uj 00 STAT 1 +4 3.0, 4.4' RT ` . S s F 8" PVC (EX A S HALtV=�, _....._....; S- S S S •• ;. y. 15L C SEWER PIPE �- w 0.4% (PUBLIC), CAP ® P.L. z 1 +50 _ . ..s, 0*9 -ij:� LO \ !i RIM�j�i3.20 \ ..._ i.-.� 1+00 PROPOSED 0+50 ` ......... .21.5 UTILITY EXIST. FIRE HYDRANT I SE ENT Io oo -i -- STA. 51 +00.40, 7' LT (NILE AVE.) I : 06• _ . .._.... 136LF 8 PVC SEWER PIPE I ± 8 PVC CO PER CITY OF RENTON z d SL+ Ln STD. PLAN 403.1 x'00+ L 5' 1 : L0 ® 0./4% SLOPE (PUBLIC) ,_,_, z .......................................... ...................... ... _ o SAN. SEWER M.H. 2 o Z STA. 51 +15.33, 7'LT. NILE AVENUE w > < > o � ( ) SHARED DRIVEWAY/af RIM=468.5E NILE AVENUE NE Q Q Io �- IE S,W=459.92 .....:...c=n. J....... w � � Z. 470 IE N=459.82 C4 Z ................. LOT 1 ROW 470 LOT .2 ... LOT . I .................. IQ Q � LOT 3 LOT 2 o O F- rn 0. Ln 60. L ,R- . o O� 465 ....:� ..... .......... � : tet- : o > � d- � ............................... w 465 + II �: z . k _ ;.; w W W LO 00 CE lz� 460 ' 460 .... 0 SANITARY SEWER (PUBLIC) 8" 136LF PVC S=0.4� .. SAN. SEWER: MH 3 (EXTRA SHALLOW) RIM=463.20 IE=460.50 (8"EAST) 455 IE=460.66 (419NW)455 . . . . . . . . . . . . . . . . . . . . . . . . . . . 1+50 1+00 0+50 0+00 'SHARED DRIVEWAY AND SEWER PROFILE CALL 811 BEFORE YOU �, DIG SCALE: 1"=20' HOR. 1"=5' VERT. Development Management Engineers, LLC 5326 SW Manning Street, Seattle, WA 98116 Phone: 206 71 4-71 61 email: cliffC&sitedme.com Contact: Cliff Williams, PE p� N W ��40 1 2 3 2 A�r f NO. *AMJ D DCA T O c 1 � CD PER CITY REVIEW COMMENTS DATED 5/27/15 RMK -5/29/15-- CNW HANSEN SURVEYING SCALE DATUM PER CITY REVIEW COMMENTS RMK 8/27/15 CNW DE90MV. C. WIWAMs, P.E. PER CITY REVIEW COMMENTS RMK 10/16/15 CNW R. KEHRLI, P.E. ow W" I �� Fwrowom scxX A000noMMY REVISION BY DATE I APPR Ln II of O 0 N U V) D 1Z Z 2C MO M �m N NOTE: z m M M EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE o ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO D DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 20 0 20 40 horizontal scale feet SEWER NOTES 1. EXTRA SHALLOW SEWER MANHOLE PER STANDARD PLAN #400.3. 2. ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT A MINIMUM SLOPE=2.00%, TYPICAL. 3. ALL TRENCH RESTORATION IN THE CITY OF RENTON SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL. 4. SEE KING COUNTY ROW USE PERMIT PLANS ROWP15-0003 FOR FRONTAGE IMPROVEMENTS. 5. ALL TRENCH RESTORATION WITHIN KING COUNTY LIMITS SHALL BE PER KING COUNTY STANDARD SPECIFICATIONS, SECTION 8.03. 5-385001 W-385001 R-385001 �► CITY OF RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL 01 BY �i��� DATE: � BY: &^""" DATE: BY: BY: DATE: DATE: _ SILVER KING SHORT PLAT 10/16/2015 ANDREW MICHAEL CONSTRUCTION, LLC P: SEWER /COMPOSITE UTILITY PLAN AND PROFILE °"#~"°: 121-j`7- NILE AVENUE NE swxr:7 M-, w- 3go11S 1W E,PI\ -D *AMJ D DCA T O c 1 � CD -o CD° 1 o � -D D T O -o 0 o � ` En -D