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HomeMy WebLinkAboutR-383006M O d' T 0 0 LO T Z D.I.@S=1.00% Q n- (PUBLIC) ) �m m CB#9, TYPE ~71 W I O I E=200.16, 4 a 12" SW) 641-F., 12" a (PUBLIC) N °Ir L ' _ 2 z N N N N + N 0 1' •♦ �•: ':•. :f .♦ ..ti ";fir .7 ':3� ..# a W 4 1'� w .L Y f. • •I a+.. i a f f u - V 0 m C=) D.I.@S=1.00% Q n- (PUBLIC) ) c0 � o m CB#9, TYPE CLj LL! W I O I E=200.16, 4 n 12" SW) 641-F., 12" LOW (PUBLIC) N 3 L ' _ 2 Q 0 Lu z LLj n �m z LL z� m Uw �a rr CD °Er n 0 LL a 35.50' NEW R/W z_ J Of w z DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. 3' m z J Z o' Lu <> z � W �U -I- z' 0 W z af w Cn z z � 0 01 10' A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON z 0 Ln 2" MIN. GRIND AND OVERLAY 20 MINIMUM WIDTH NORTH 28th STREET CALF 81 1 3 w BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. (PUBLIC) STA. 20+32.43. 23.05' RT. CB 8, TYPE 1—L W THRU CURB INLET RIM=203.10 IE=200.50, 12" Z W Q 34LF., 12" D.I.@S=1.00% Q n- (PUBLIC) ) c0 � o m CB#9, TYPE CLj LL! W RIM=202.50 z G CU I E=200.16, 12" NE) n 12" SW) 641-F., 12" LOW (PUBLIC) r, rr a. � m o+ _ 2 z N N N N + N �Z z 1' •♦ �•: ':•. :f .♦ ..ti ";fir .7 ':3� ..# a W 4 1'� w .L Y f. • •I a+.. i a f f z Q V 0 m 35.50' NEW R/W z_ J Of w z DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. 3' m z J Z o' Lu <> z � W �U -I- z' 0 W z af w Cn z z � 0 01 10' A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON z 0 Ln 2" MIN. GRIND AND OVERLAY 20 MINIMUM WIDTH NORTH 28th STREET CALF 81 1 3 w BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. (PUBLIC) STA. 20+32.43. 23.05' RT. CB 8, TYPE 1—L W THRU CURB INLET RIM=203.10 IE=200.50, 12" Z W Q 34LF., 12" D.I.@S=1.00% (PUBLIC) n- (PUBLIC) ) c0 � o s STA. 20+11.10 4.31 LT. CB#9, TYPE 1 W VANED GRATE RIM=202.50 I E� • �0.51, I E=200.16, 12" NE) IE=198.00, 12" SW) 641-F., 12" , N -12@S=7.47% (PUBLIC) r, 8LF., 12" N -12®S=1.07% (PUBLIC) IE=199.75 SEE VAULT LAYOUT SHEET 10-- ! I I !I !I SEE SHEET 7 II II i! I! L. o �yv°°°°°°ma °°�� � 0 ' �' goy° C -a 'Do �G° 0 ° ',p ° � 27460 O ° 0 ° ° 0 0 �['n°°°cJsTE` ° `sV 000000 00 (PUBLIC) STA. 10+56.81. 80.0' LT. CB 7, TYPE II -48" W SOLID LOCKING LID RIM=205.30 IE=199.84, 12" LOT DRAINAGE — SEE SHEET 8 631-F., 12" N -12@S=1.07% (PUBLIC) K LST,. • (PUBLfi} LOT 4SEE ENLARGEMENT !i 1.. STA. 10'+55.70 .08' LT. �.; SHEET 5 • C B#6, TYPE 1 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 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: 811 251-F., 12" N-12 S=1.00%, (PUBLIC) NORTH 28th STREET; STA. 10+00 PARK AVE NORTH; STA. 20+09.00 PARK AVE NORTH: STA. 20+00.00 FLOW LINE ELEVATIONS TYPICAL CURB RETURNS STA. 10+48.79, 13.00' LT. PC=203.68 IE NORTH 28th STREET A R=35.00' L=55.55' DELTA/2=203.10 DELTA=90°56' 17" PT=233.50 FL PARK AVENUE NORTH STA. 20+57.79, 13.00' RT. CB#2, (PRIVATE 12" (PRIVATE) STA. 12+82.25 13 LT. END VERT. CURB AND GUTTER .. , . Y k' 5 4 M INN � s (PUBLIC) k PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. _ 00 : o r z J W, VANED GRATE � co r- N c0 � o YO RIM 203.79. b SEE SHEET 5 ,..^ I E� • �0.51, � . o o � .. t: Arix E�00.75 y. �., (NO SUMP) 00m0 °o+ o Q47 o+ , z r N� N N N N N + N :f�,.: w: 1' •♦ �•: ':•. :f .♦ ..ti ";fir .7 ':3� ..# a N N w r r l k w .L Y f. • •I a+.. i a f f 5 : ^ 215 : 0 0 m W ... .• .. ... .. .. ... ✓-. .. - .;: ,,... � fir: yr • r. .f. .:.., ,.�, :. ..--:,.,... r.... . :........ .. .. ,.--......... �,........... {:. ...d._ ��} tton u. _... N :. .. ... ,,: .. ... ._3.,,,... -... ..�+c�......v.{v..:. xW. V.,.. v. as............. ....... .......... ,,,.. .. ...., .,. ... . ... ...................... ... ... ...-..--. .... ..... ...... ........: .. ........ ..... .-.... -. i.._. • V P`"••� .:: ,. 7/{ :,.q yr.',..,..' ..,.m..x. 251-F., 12" N-12 S=1.00%, (PUBLIC) NORTH 28th STREET; STA. 10+00 PARK AVE NORTH; STA. 20+09.00 PARK AVE NORTH: STA. 20+00.00 FLOW LINE ELEVATIONS TYPICAL CURB RETURNS STA. 10+48.79, 13.00' LT. PC=203.68 IE NORTH 28th STREET A R=35.00' L=55.55' DELTA/2=203.10 DELTA=90°56' 17" PT=233.50 FL PARK AVENUE NORTH STA. 20+57.79, 13.00' RT. CB#2, (PRIVATE 12" (PRIVATE) STA. 12+82.25 13 LT. END VERT. CURB AND GUTTER .. , . Y k' 5 4 M INN � s (PUBLIC) k PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. _ 00 : o r z Co z c0 Cr- Co o YO c0 Co c0 Co no rn � co r- N c0 � o YO o o o� b 00 o o o � Co 0 0 0 0 N 0 m 0 0 0 00m0 °o+ o Q47 o+ ;N N� N N N N N + N N N N N + N N N ^ 215 : 0 0 m W WN 21.E GRAPHIC SCALE :... Q�N . J .. :. coQ • 0 10 20 40 o_ V' ry 210 O _ inch 20 feet :. � .,......,. :.. :.. :...: .............•.•: ...............................:.21p 00'- _ FLOWLINE OF: GUTTER SURVEYED: :MVDI OF NANTUCKET SHORT PLAT 07/01/2015 LANE:: SURVEYING SCALE wnzowm- NAD1m/'1*'CITY / DESIGNED: D.L. OFFE, P.E. NANTUCKET AVENUE, LLC PAGE. E DPAWN: _ RENTON D.L. OFFE, P.E. ONE ,NC{ DATUM NORTH 28th STREET PLAN &PROFILE Dw`VANG NO: CHECKED: AT FULL SCALE Planning/Building/Public works Dept.IF Mn ONE INCH 2$20 PARK AVENUE NORTH U N A L APPROVED: SCALE ACCORMOLY SHEET: OF 07/01 /2015 N0. REVISION BY DATE APPR 6 20 m m�