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HomeMy WebLinkAboutS-344618i3 WP ti n s U �N BECLAN ]AKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW 1/40F THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON OR 13 TYPE 1 ?� m STk41 +54.95,5.00'RT SS SD STUB ASBUILT NOTE. w z ~ \ �.8- N 88 ''4" W 259.24' m / 0 IE= 417.76 6.0 IN (N) I I \ 76.85' s' chum F ce 5' w DM= 421.82 \\ \\ 1z• \ 1r 1 ` IE= 417.26 12'1 OUT (S) o I THE PLAN VIEW OF THE SANITARY SEWER SERVICE Q 11 i..1.._- y / (t.., t AND STORM DRAINAGE SERVICE STUB INVERTS ARE 0- � 0 (� J /-� 1 1T ce0 l -'- \ I �- - - - / SSMH .TYPE 1 48'0 SCTA65+0Y85, 15.220LT I SHOWN ORLE N THE .INDIMDUAL UTIUTY PLAN AND w Z L3J I \ (, j SrA 40+58.67, 5.04 RT Z Ld ? - O ce 3, TYPE 1 26 MaKe A 30 28 RIM= 419.73 w /SOLD LOCKING UD DM= a1es7 pg ~ STA: 40+29.54, 0.68' 1Y 1 ./ IE= 414.79 12'0 IN (E) i Q J e• �'w0a 1 FF= 43 / 4 \ IE = 413.16 B•/ IN (N) IE= 414.79 1Y0 IN (N) 7 0 _ RIM= 419.19 IV Fhuw�!� / L n IE= 414.79 12.0 OUT (11) Q IE= 414.97 12.0 IN N ( ' 16/ i r IE = 413.06 8'0 OUT (SWj W z � F z STORM DRAINAGE PIPE TABLE IE= 415.476.0IN (E)' I GRAPHIC SCALE w o � O , , .' D.aA v/ , �_. o SSMH TYPE 1 48 0 ( R -I IE= 414.97 120 OUT (S) 1 = 1 i '�� lI1 �..� J { i'" T ° STA: 2 +19.67, 0.95' RT 4 TYPE 1 CB 5 TYPE 1 EK SSMH w o 25 w Tao 2ao Q Lil 1O 20 LF 12' 0 CPEP 6' - fi&669� - 9.80 %� ap° R, ` I ! - "' RIM= 419.03 w STk 4 +14.89, 15.54' LT STA 4+14.89, 15.54' RT 20 LF PFRF. 8'f v, /SgID LOCKING UD I I 'P "-1 RIM= 1432.7 Q J I- J PVC LAD ON THE TR I N 'w717Y 686 '14' g0.2T 8 IE = 409.59 8'0 IN (SE, NE) CURB THRU CRATE CURB THRU GRATE IE C CHAIN = 1420.8 8.0 IN (S) Q Q 14 LF 12' 0 CPEP ®&BiBfr- 5.64% SURFACE 0 0.OD% \\ ) 7, 5'' SF ��°^ 54 IE = 409.49 8'0 OUT (W) RIN= 417.06 RIM= 417.06 vo m Q (I NOT INCLUDED IN PLANS W/ CAPPED END \ / $ K' IE= 413.40 6'0 IN (N) IE 413.56 6.0 IN (S) No IE C/L CHAIN. _ +420.8 8 °0 OUT (N) z I h, IE= 41290 12 °0 IN (E) IE= 413.05 12'0 OUT (N) ( IN F� ) SWD LOCKING UD Z Q O ® r1 LF 12' 0 CPEP 0 -}.46% -7.56% 1 �! Ce6 \,. / \ 2 -. o\ IE= 41z90 12Y w (s) CB zz TYPE 1 1 inch = 50 ft IV "9 CB OB TYPE 1 -L I z \ IE= 41290 12Y OUT (W) g O O5 -"5-LF 12' 0 CPEP 0+48% 1.6DX 1 / STA: 430.2D98. 17.22' RT 0 U � STA 27 +56.80, 18.58' RT ` '-� I F 1 E 2. 48'0 CB 6 TYPE 1 CB 7. TYPE 1 CB 8 TYPE 1 DM= 43010 W O �r}' RIM= 417.49 1 I \ FF= 42 \�L ST ! 3+46.W, 14.22RT STA 5+05.85, 15.22' LT STk 5+47.00, 15.22' LT STA: 5+47.00, 15.22' RT \ i IE= 426.26 KNOCKOUT ONLY) © -rOCLF 12' 0 CPEP ®3.98% 5.48% IE= 413.49 12.0 OUT / ` 7 , \ 17.62 RN1= 41867 RIM= 419.91 RIM= 419.91 )'� (KNOCKOUT (, S=344618 m = (' 1 m ° Iv \ t. a 414.791Yf IN E IE= 415 75 IN E IE= 426.26 12'0 OUT (5) 07 182 LF 12' 0 CPEP ®�- 7.7.9rr 1.63% I'- 29 / I 5 38• a,,, tt- iN-(N) O N) IE 415.41 6b IN (S) �c,�1 CB A TYPE 2 48'0 FF= 421 { / .+ \ I .1$018- "g 41¢.79 12'0 IN (N) IE= 416.25 6'0 IN (N) IE 415.91 12'O,WT (N © 75 LF 12" 0 CPEP 01-60X- 1.97% STA: 27 +22.00, 18.22' RT >,r N / $ - - IE= 4 WT - ��I+'�g- rZ•0 -WT _ K,- 415.75 12 °0 WT (W) �1 r\ i g SSMH TYPE 148 °0 137 LF 12' 0 CPEP 0 3.95X- 6.13% RIM= 417.40 1 z • . e % ,� ( _` _- 12e ` r a2 -.\ STA: 7 +2000 5.00' RT IE= 411.42 12'0 IN (E) N84Y8' ^ `•'� / _ 4. \ `\ hD11 RIM= 15.83 -0SWD LOCKING UO I 9A 167 LF 12' 0 CPEP 0 9.829E 0.78% IE= 411.42 12'0 OUT (SJ - - 6 °o I IE = 41583 fi 0 O (N(W) Im/ 14••�� N 86'23'14" W % 3FF?j?27jj ' xDS \>R o 75 000 en2$875' 34200' PNr F IE = 415. 70 8'0 OUT (W) 10 162 LF 12' 0 CPEP 06$22% 0.59% FF 421 \ - 687 ) s FOUND PUNCHED 3' BRASS 29 -61599 C ! \ j we FOUND PUNCHED 3 1 2" BRASS SURFACE MONMENT lOB i7-LF 12' 0 CPEP ®B:J% 0.38% / I \- /'✓ - -� \ / _ ` E% SSMH SURFACE MONUMENT STA: 1 +15.00, 5.W' RT �'I L' " - ww - - /- .i RIM= 2430.1 CITY OF RENTON HORIZONTAL CON OU POINOUT H�Z ONTAL a _ ... .,.,�., e . ,,... RIM= 417.64 w /SWD LOCKING UD IV) t \ / / wP ' -'7F- IE Ct CHAN. _ ±422.6 8 "0 IN (E) CONTROL PgNT /1851 N 180904.8037 Il , �I IE 408.92 8'0 IN E I li I `� I \ I \: - i N 180978.6255 1 67 lF 12' 0 CPEP ®49B9F 0.39% ,.5.. \ �� 25 I IE C/L CNAN = 1422.6 8 "0 OUT {N) E 13186223830 .S7 E 1313999.6090 IE = 408.82 8 "0 WT'S _ �' �� v` � '\'� / - I ! 120 LF 12' 0 CPEP ®935% O.60X O 0 \, � _ - -� , 0 s © I 8 " ( I\ \ / I 4 23 `\ - -'L_ 8 $ 10 BASIS OF BEARINGS CB TYPE 48'0 %Zr _ fi I FF= 423 \ E- 1 1321.28 N.E. 4th Street O L O I _ _ N 88'21'13' W 284256' 10 11 O 3 .I \\ FF= 420 FF' 421 .� i T - (� 1© 45 LF 12' 0 CPEP 0643%• 7.09% srA: 27 +2667, 46.72' RT 'I i\ °� ° FF =/ 426 FFF=1427 w,l , Imo, RIM= 418.10 i 8 I 14 ✓' 35 LF 12' 0 CPEP ®1379F 1.75% IE 411.57 12'0 IN (NW) I W \ '`� ' 35 W , r \ OR 1, TYPE 1 `s UD 00(ING UD )! \ `J a%a STA 26 +68.33, 17.22' LT E4 E= 411.57 12'1 IN (E) T ` \ \ ,y I I , h - ° _ ILL W 138 96 LF 12' 0 CPEP ®$449F 1.86% IE 412.07 6'0 IN (S) � Q ( \ \ \ \ I 1 i jRIM= 428.72 I O IE= 411.5712'001T(S'A1 1� I \ \ °f� wJ : ./.... I Z5 -, w IE= 428. 12'0 IN N 14 73 LL 12' 0 CPEP 0638% 0.60% a„ IE424.71 1270 OUT (S) 30 LF 12" 0 CPEP ®633% 0.67% 4„rte _ �- STk 26 +55.00, 18.22' RT Q �\ i c. n 661.25' N1 m RIM 416.69 ' ceae- 418 \ LV X�\ EXST CB IIl >I \ 16 91 LF 12" 0 GPEP 09:96% 2D9X • CaOa/ ~ \ \ RiM= 428.& - I ^ NQI IQ N 180086.0715 rn IE 410.87 126 IN (N) y,, Z c 9 - [En 425.1 12" CONIC OUT S m �' 1© 41 LF 12' 0 CPEP ®4:439F 220% IE- 410.87 12'0 OUT (5) % \�--� %/- , /. • O � 1 Ir c a IIR `0 18 30 LF 12' 0 CPEP 0 6339E 0.43% CB IOP TYPE 1 = I \ 1s Nwal / \� ; 4 - A `-.. IJJ, '°I lo+ d STA 24+93.00. 35.00' RT J _ m j O j m 19 130 LF 12' 0 CPEP ® 1.799E 1.20% SWD LOO(INC UD _ +�, _ , ___ -- -'- ` - S Ezs• CB wL_ 661.8_6_ -=I ,,, �a `g ® - - - - - - Re \ \ +Y �� TYPE I, �� L -- - �� :�::. �� EIM 422.67 72" CONIC IN N a 1323.71'N.E. 2nd St+ w - -_ -- w 134 LF 12' 0 CPEP 0 i9B% 285% - - - ��, I �a'i -- - 1323.71' - - - I sk 4 Js T/ b -1 \. ,- u. 422.012" CONE OUT s MI N 6ersls w N 6647.43' _R ©j 192 LF 12' 0 CPEP 0 2:67% 265% 8 5 _ 17 ! I 5WO LOCKING LID O SSMH TYPE 1 4B'0 - - - - - - yE. FFF 417 - t `\ H ®102 LF 12' 0 CPEP @ 1.52% 261% STA. 3+70.28, 10.04' RT \ III q SSMH TYPE 148'0 o¢ RIM= 417.50 w /SWD LOCKING UD \ ° STA: 25 +20.26, 15.00' RT \ j \ IE = 410.59 6 "0 IN (SW) RIM- 41516 W/SOID LOCKING U o m ©3 138 LF 12' 0 CPEP 061%1.97% �`, I- : a M IE = 410.46 8'0 IN (E) ° wd _� a al SSMH , TYPE 1 48'0 ea n $ IE = 410.36 8'0 OUT (NW) IE 407.74 8'0 IN (N) I '; r - _w^,�,N�y, - 1 114 13 ( / \ 'I k,- I = STA. 25 +65.39, 5.W LT I In IE - 407.64 8'0 OUT (S) I I i _ T \- - FF 419 1 ff= 419 ,II�I1- FF- 4201 \1 FF.L 1��I FF= 423 I 1 �y24 I `� '' \ $ \ :I U RIM 426.25 w/SWD LOCKING UD �^ ^ I IR \r/ 16` \y \ - 1 \� (' J 4 �_. I \ III FF= 426 \` \� �\ Q 2` IE = 418.00 8'0 OUT (w1 I I CB 0 TYPE 1 ! / FF= 415 174 - ->• �% 1111]] L ! w= - J L �.._.. I ` _ 7 `,...� e. ' CB 120, TYPE 1 ' SANITARY SEWER PIPE TABLE STA24+93.00,19.12'Ri L- _J L\ _ ,L �' a \�, _ _ �• I STk 24+76.03, 17.22' LT I RIM= 414.16 I - - -__ r - ` 1 , \\ I I \ RIM= 423.50 15 - 1326.15_ _ 1 1O 217 LF 8 "0 PVC SDR35 D3034 ® 0.50% IE 409.55 12'0 IN (N) I _ i - - - - ar \ ' 6aar 6aw 1 I L IE- 419.59 12 °0 IN (N) N 88'29'1Y W - 265230' - - 14 IE 410.05 6.0 IN (E) r_ -:ac - 6aar _ 47+LF 8'0 PVC SDR35 D3034 0 0.50% IE= 409.55 12 "0 OUT (S) - J \, fi0'60 li 60'00 6aar Ba69' �, - ® 9, i' , IE= 419.59 12'0 OUT (S) al - 1 © 153 LF 8 "0 PVC SDR35 D3034 0639%0.45% cB TYPE WO I I - 1 _ \ \ 335533 STA.7 +11.51, 41.47 LT a°° �- m,'• �' $' iy IXSTGS DETAIL OF NE 1/4, SEC. 15 AND VICINITY MAP ® 349•LF 8 "0 PVC SOR35 D3034 01-59 %1.48% CONTROL STRUCTURE j ,4 �.__- \, \ \ (- ar°� -j I • .I RIM= 423.1 SCALE: 1° = 600' SWD LOCKING UD ew ® 187 LF 8 "0 PVC SDR35 D3034 06.29%6.18% RIM= 409.50 I �I I I �\ `'•\ \ -. I \III I I '\ I I I I 1 IE 4206 1z' caec :x ;N) IE 399.00 12'0 IN (NE) I I \� I I IE 420.6 12° CONE WT (S) ® 53 LF 8'0 PVC SOR35 D3034 00.56%0.75% () ail E tJ,T 7 - QQ \ 4 IE- 399.00 12'0 OUT 5 1 P ,\ 3 2 19, TYPE 1-L w u� ce TYPE t I TRACT 9 FT= 414 9 5 Fv= 416 % 1 i © 62 LF 8'0 PVC SDR35 D3034 03:66%5.32% I ,_..� , RIF am 5 1 PF= 419 FF= 420 �I FF= 421 RIM 23+4212 2207 LT w ni 1 I CB P E t \ I FF= 412 $I cr el RIM= 419.70 STA: 23+55.64, 19.,54' RT ., LEGEND ® 94 LF 8'0 PVC SDR35 03034 0+:94 %216% $ I I I s +¢6.43, 35. T \ III I I I I IE= 415.70 12'o 0 (O THRU CURB GRATE 4� Q7 411 LF 8 "0 PVC SDR35 03034 ®9-53 %1.45% V RIM = 406,40 1 I D IE= 415.70 IX. 12'0 Wi (S) IE 401.40 12'0 IN (N) 1 u 71 �- I I ` III IR 1 EXST CO g , FOUND SECRON CORNER AS NOTED HEREON. ® 237 LF 8'4 PVC SDR35 03034 0 249%261% IE= 401.401z'f OUT (E) 1: 1 I��'Ig mr _J L L ; -, '�- ' \ �. _ \\ - RIM= 419.7 ■ Q. - 'w -- -- - - - -- \ L =w- �=�_ -`? \I / I f IE 74 12' CM IN ) wIOq FOUND OUAI CORNER AS NOIW HEREON. i� � '� __-CCC III '�'ar s� _ -- as _/y I IE- 417.412° CONC IN E( I IE- 4172 18" CONC OUT ar $� - HORIZONTAL CONTROL 9100 - SEE SHEET C-6 _ - o STREET LIGHT NOTE _ _DSSMH PE148f - - �- - - -= - - -- - - - - -- - -� � DO STA: 20+3335, 157D'LOCK - _ __' ,_ - ♦ THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN RIM - 406.57 w /%DUD LOCKING D 9 IE =aosa *-- � ��' J _411 41st- - -- Pv - 7. _ ON THESE DESIGN DRAWINGS IS STRICTLY FOR IE 396.05 ell IN (N) GB , TYPE Z 480 lL 411.4 wn- TYPE 1 * r • '+�0 ,4133 1a s:% -F-^ - -- - >� wP- STA: 8+00.00, 14.22' LT x o'"r., e; g PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE IE - 395.95 8'0 OUT (N) '� U STk 9 +85.43, 1522 LTc I w ® APPROVED ILLUMINATION PLAN PREPARED BY Ex. SSMH rmE 1 60'4 I \ RIM= 410'46 Q RIM= 413.79 T/PE 1 RIM= 41 DF wASyf �f HERMAN TRAFFIC ENGINEERING FOR ALL STREET STA: 22 +85.27, 3.58' i .: II IE 399.70 12'1 IN (E) J IE= 410.20 6'0 IN (N) STA. 11+67.68 15.22' LT 59AH TYPE 1 48'0 I RIM= 419.4 �Q•o6 4y3 r n IE- 399.70 12.0 IN (W) I IE= 409.70 1Yf IN E RIM= 416.92 IE= 476.7 78" CONIC IN (Nj RIM = ±406.-0 �- O% STA: 23+28.39, 5.00' LT LIGHTING CONCERNS REGARDING BECLAN PLACE. IE= 399.70 12'0 OUT (NE) IE= 409.70 12'0 WT L� IE= 413.42 s'e IN (Wj IE= 416.9 1z" calve IN •� �.0� IE = 2395.88 B °/ IN (N) 3 _ ( RIM= 420.19 w /SWD LOCKING UD I (E) w3 • Sw"'IIIIII `• IE= 41292 12"0 IN (E) IE= 476.8 12' CONC OUT (S) IE = 2383.50 B "0 WF (5} I k I CB , TYPE 2, 48.0 I� EXST S6MH IE= 41292 12'0 WT (W) IE = 41210 8'0 IN (N) 1 I . •i�F �� INSIDE DROP, STk 7 +06.60, 23.50' LT Q STk 9+7.65, S. W' LT IE = 41200 B'0 OUT (W) SDMH RECHANNEL MANHOLE I SOLID 09.13 LID 1= IE = 41280 I RIM= 420 2 ,�sre2ss� GR � W PIpIE13 RIM = 98.15 1 IE - 405.70 6.0 IN (E) !E 407.8 36" 1P R: (E) rOAAL g:* 1015 sculx 425111 s11aFFr 2Ae DM) �7' -45G7 IE= 39815 12 "0 IN T( 0 IE = 405.83 6'0 IN (N) EST 41 !E= 407.7 36" IP OUT (5) Z IE= 398.15 12 °0 OUT (S) 0 !E = 405.60 8'0 WT (S) RIM= 418.9 p3•p[ • IB iFOF1iAL WAY, WA Ili 0sdn064dd.Mt IE= 417.6 12° WNC IN (N) g IE= 417.4 12" CONC OUT (S) WATER NOTE CALL 48 HOURS CITY OF RENTON THE CONCEPTUAL WATER DISTRIBUATION SYSTEM DEPARTMENT OF PUBLIC WORKS FOR PRELIIMINARY DESIGN OF UTILITIES• THEIACTUAL BENCHMARK VERTICAL DATUM: BEFORE YOU DIG WATER DISTRIBUTION DESIGN WILL BE PREPARED BY CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG CITY OF RENTON, NAVD 88 KING COUNTY WATER DISTRICT #90. & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) C3 Z AJDUILI URXYY IIYl7 1 -800- 424 -5555 C BECLAN (AKA B BECLAN PLACE) DESIGNED: B BAS D DATE: 0 03/01/13 F FILE NAME: 12183 -C23 SCALE: 1• = 50' F FIELD BOOK, PAGE: CHECKED: BAS S NO. REVISION BY APPR. DATE APPROVED: S C- 3 O : 5 aw¢rOK or Puauc vv«s