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HomeMy WebLinkAboutR-375102C4 C'7 T O O T Q J 0- frO U) crI 0 Y W Lu It Q A PORTION OF THE NE1/4, NW1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON KCSW MANUAL SEC. C.2.1.2 S 88.28'41" E 829.11' 278.18' — — — — ♦♦ 11 — -- 282.00' -- -- — 7— R=602 ' -- -- -- -- -- \ 1 / ♦ 1 I ♦ 1 / ♦ 1 810 ♦ 1 ROSH UPRE FL / \ 11 Np,SNE56,gA5 50 I I I ` R=602.96' 11 DISPERSION TRENCH FLOWPATH / L=52'07'25" N \ L=548.53' 1 �, SEE SHEET 5 FOR DISPERSION / 1 1 � TRENCH LOCATIONS / 1 �• / 1 1 I TRACT A OPENFEETACE (6B%) I \ 1 50' / 17j,951 SOUARE \ 1 g0' ry/ \ 11 �vj 9d1i9 /92� THE BLACKBERRIES WITHIN THE 50'x100' FLOW PATH AREA 1 / Tye, F012 SHALL BE REMOVED AND REPLANTED WITH NATIVE SPECIES OF 1 > > / ,4LL D5P l� THE BLACKBERRIES WITHIN THE 50'x100' FLOW PATH AREA 't TREES, SHRUBS, AND GROUND COVER FROM TABLE C.2.1.6 KCSWDM. \ I SHALL BE REMOVED AND REPLANTED WITH NATIVE SPECIES OF V.S. (SEs NKBS •Ib me Rl6,HT.) \ 1 ; o ES, SHRUBS, AND GROUND COVER FROM TABLE C.2.1.B KCSWDM. ARP. o / �TK6 ?aaPeS>;D PtsWnnTy3 SH4l.L HE P2eoa3&� oy ?1Kl r7rili�mYeR 1 3 1 50 l AND pPPrl.� $y 174E cart- FL*AWt GF POr02 1D Rr A•(� coN$'MVCr1000 I 1 / p,pprcWy{ TN6 8LAf K88P (e5 AND 0TNe4i SMV -"[%M S"V— N 16' PRIVATE STORM DRAINAGE EASEMENT 1 I F4 r3e7xR6 Ru.'vfmou. C.sv5r m;cwmv ganvrr-HS Aup Dis>'+ zmp ejavo'/DCo v% t7wcc. AH -So N 1 / Brf74ArZ C�Rt55 e,4VAWSWDI-CD OA %H99 14Of.GH, P[hA/n�fCa$ o CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 19' —160_01' — rn / PRIVATE STORM DRAINAGE EASEMENT � s47•tt� 61r sP,tr.�, SITS 1 cn INC V awR 'Y AS By ve- PLMM. 1 S 87'5651" E 5b3.99�''---�J�i 59.72' - -"I 153.88' � 1 \ 70.00' 70.00' I I 1 I R=575.43' ` 11 � <c���,l d=06'38'37" I q 0.5 p• F� I L=66.72' 1 ��i ^; ry0 o O r, PRIVATE STORM DRAINAGE EASEMENT Ib z 274W _ 7/20141 NO. G7M-Lymmo k I CO F o Ncci �` I 1 I 168.32' L------- i 0 85.93_ 10.73'�r 2.01' 0 R=24.' L=37.97/ I I 11.27' I R=24.0' I L=37.43' � vc N 70.00' 70.00' S 8756'51.E BY I DATE I APPR 70.00' L TOP OF 40% SLOPE 70.00' _ 70.00' 435.93' 0 0 70.00' TOP OF 40% SLOPE NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CDNTRACTOR'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 15' B.S.B.L. FROM TOP OF SLOPE 70.00' 70.00' PRIVATE 26' ACCESS AND UTILITY EASEMENT R-315102 GRAPHIC SCALE 0 20 40 80� 1 inch = 40 feet RECOMMENDED FOR APPROVAL By, Date, %• y.y4r By Date, By, Date, By, Date, "c SCALE CITY OF MAY CREEK COURT SHORT PLAT 09/17/201, P.E.RENTON VINEYARDS CONSTRUCTION, LLC P.E. I DATUM LAYOUT m •*•T Planning/Building/Public works Dept. 2530 DUVALL AVENUE NE a� . �r 2 '12 cT✓>,� ��s��ILIA17❑❑1 0 0 z z