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HomeMy WebLinkAboutWWP2703446.15Ln 0 W a a- J U V) 0 w Q 0 8 EL w Er x r�o Lo pq N cV � T U I o O \ Y 00 04 I M O O N W �U LJ z QU J 8 n Z� 0 i z W z Q LJ � U J �Q-J 0ZQ- Wwo::DO mQ�w U Q J Y C/-) �-- Q Q m O Q z cn C z z Q = CD O N U w CD m = u- N w 8m H eW e2 Z Z Y O 12 3 w a N o o U ad F1 P' ri z 0 ry 0 z BECLAN )AKA BECLAN PLACE) - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON C \ ' CB 13A, TYPE 1 A: +54.95, 5.00' RT N 88�R,3'14" W 259 24 ? � 6 76.85[AT, ' W n. RIM= 421.82 ' 5 Chain F ce _.... , ,.. 1 IE= 417.76 6"0 IN (N) I \ 1B• IE= 417.26 12"0 OUT (S) -0 " I \ 12Mapl 1.8 '�• - ri ,�� r 17' Cedar. - / J SSMH TYPE 1 460 CB#16A, TYPE 2, 48"0 STA: 5+05.85, 15.22' LT STA• 40+58 67 5 04' RT SS & SD STUB ASBUILT NOTE: THE PLAN MEW OF THE SANITARY SEWER SERVICE AND STORM DRAINAGE SERVICE STUB INVERTS ARE SHOWN ON THE INDIVIDUAL UTILITY PLAN AND PROFILE SHEETS, CB 13, TYPE 1 \, 26" Maple � '„ 1 `� 30 ,- / � _.." 28 it RIM= 419.73 w/SOLID LOCKING LID RIM= 418.67 STA: 40+29.54, 0.68' \, 10" Cedar ' / ` IE= 4-14.79 12"0 IN (E) 4'3 8- Cedar 1 e FF= 4Z5 r 'i;F= 4IE = 413.16 8"0 IN (N) IE= 414.79 ?2'0 IN (N) RIM= 419.19 \, 16' Heml 15'% i (. 19, IE = 413.06 8"0 OUT (SW) IE= 414.79 12"0 OUT (W) STORM DRAINAGE PIPE TABLE IE= 414.97 IE= 415.47 6"00INN(E)) *'':y -':r` ,2- M T` o Cedar. 1. H 2 TYPE 1 48"0 SSM E m IE= 414.97 12 0 OUT (S) 1 o CB 14, TYPE ? CB 15 TYPE 1 10 20 LF 12" 0 CPEP @ -� -9.80X -. „� o STA: 2+19.67, 0.95' RT I �, I W I y SSMH • a '� - `S `� RIM= 419.03 w SOLID LOCKING LID STA: 4+14.89, 15.54' LT STA: 4+14.89, 15.54' RT I r = / CURB THRU GRATE I Cb-I RIM= f432120 LF PER F. 6 / ti�O " CURB THRU GRATE 2 PVC LAID ON THE TR N88 3 'W7322' ! S88'23'14" 90.23' IE = 4-09.59 8 0 IN (SE, NE) �, I €E C11 CHAN. = E420,8 Ss0 N iS) 14 LF 12 CPEP 08r85.64% 10• `Hems RIM= 417.06 RIM= 417.06 SURFACE 0 0.00% 17', 75'T, SF - IE = 4-09.49 8"0 OUT (W) TRe C ° L O / \ !" IE= 413.4-0 6"0 IN (N) IE= 413.56 6"0 IN (S) �° IE /L CHW = ±420.8 8 0 OUT (N) 3 NOT INCLUDED IN PLANS W CAPPED END I ( �^ ! 3 Ln IE= 412.90 12"0 IN (E) IE= 413.06 12"0 OUT (N) f� CB 22, TYPE 1 138.• Cedar •/ ., 3 27 0, !E= 412.90 12"0 IN (S) r - SOLID LOCKING LID ® 55 LF 12" CPEP @ -�-#6- -7.56X z IE= 412.90 12°0 OUT (W) 119 CB 108 TYPE 1-L / N STA: 27+70.98, 17.22' RT O-tt5-LF 12" 0 CPEP @ 1.48% 1.60% r \ \ ,r CB 16, TYPE 1 CB 17, TYPE 1 185 STA: 27+56.80, 18.58' RT I ,\ , \ I fl8 12A TYPE 2 48"0 CB 18, TYPE 1 RIM= 430.20 © -1'82- LF 12" 0 CPEP @ 5.58% 5.48% RIM= 417,49 STA4 1 3+46.00, 14.22'RT STA: 5+05.85, 15.22' LT STA: 5+47.00, 15.22' LT STA: 5+47.00, 15.22' RT''', i � IE= 426.26 KNOCKOUT ONLY N ,; F= 42 RIM= 418.67 RIM= 419.91 �✓ ( ) ( ) IE= 413.49 12"0 OUT (S) 1 RIM= 419.9 RIM , 417.62 1 �7 182 LF 12" 0 CPEP @-`- 1.63X c IE= 414.79 12"0 IN E - O IE= 416.41 6"0 IN S ✓ IE= 426.26 12"0 OUT (S) l 30' Cbuglae/It*' yE 4t24 17'd IN (N) (} IE- 415.75 12'0 IN E () c yei 29 - CB A TYPE 2 48' 0r _. --1E= 414 79 12°0 IN N) IE= 416.25 6"0 IN N) ,� + FF= 421 .� ` l \ .s54 1. 0 iFf (Ej - IE 415.91 12"0 OUT (N) ® 75 LF 12 CPEP @ 1--6 1.97% STA: 27+22.00, 18.22' RT N - - IE= 4TZ.5412"1! OUT - • = 41479.a ' OUT ) IE= 415.75 12"0 OUT (W) ;1 fi,� $ SSMH 4, TYPE 1 48"0 RIM= 417.40 2 " aple l ` 137 LF 12' 0 CPEP @ 5� 6.13% h - _.__ . STA: 7+20.0 , 5.00' RT _._. IE= 411.42 12"0 IN (E) w N8418'2 " '�' 4.39'' '� , ❑: RIM= 425.350W/SOLID LOCKING LID 9A IE= 411.42 12"0 OUT (S) - g F - PaRARI 5' WIDE 7R I IE = 415.83 6"0 IN NE,SE 167 LF 12" 0 CPEP @ 0.82% 0.78X « ' RD Q _.._ _ N 42.0 ( ) " �` f { .V ......._.__.. 6 _-. 75 ood enc!$8.75' 3 Woo O Air g7uAP IE = 415.70 8"0 OUT (W) / 88'23'14" W S .. 10A 162 LF 12 0 CPEP @ !\� 0.59X -��� oC E r'c � F� 421 / I I \ 68.7 I f TRB 29 SSMH 1 TYPE 1 48°0 - - r ,V , J :- . .. r 10B LF 12" 0 CPEP @ $ 55% 0.38% STA: 1+15.00, 5.00' RT T.._._ I up LIP eP RIM= 417.64 w/SOLID LOCKING LID �,� IE = 408.92 8"0 IN (E) 11 120 LF 12" 0 CPEP @ 9.55% 0.60% IE = 408.82 8"0 OUT (S) 1 12 67 LF 12" 0 CPEP @ 4.88% 0.39% CB 9 TYPE 2 48"0 1 lZg I 13 45 LF 12" 0 CPEP @ 6.73% 7.09% STA: 27+29.97. 45.72' RT N 13A 35 LF 12" 0 CPEP @,-; 1.75X RIM= 418.10 IE= 411.57 12"0 IN (NW) W > [ I 13B 96 LF 12" 0 CPEP @ 2.14%r 1.88% IE= 411.57 12"0 IN (E) IE= 412.07 6"0 IN (S) Q I 14 73 LF 12' 0 CPEP @ $:59%- 0.60% IE= 411.57 12"0 OUT (SW) 15 30 LF 12" 0 CPEP @ 933I 0.67% TYPE 2. 48 0 STA: 6+55.00, 18.22' RT Q 16 91 LF 12" 0 CPEP @ i$8 2.09X RIM= 416.69 IE= 410.87 12"0 IN (N) 17 41 LF 12" 0 CPEP @ 24 •% 2.20% IE= 410,87 12"0 OUT (S) 18 30 LF 12" 0 CPEP @ 8.5396. 0.43% CB 10P TYPE 1 19 130 LF 12" 0 CPEP @ 1.48%1.20% STA: 24+93.00, 35.00' RT SOLID LOCKING UD N 20 134 LF 12" 0 CPEP @ i-98% 2.85%- 21 192 LF 12" 0 CPEP @ z.696. 2.65% SSMH , TYPE 1- © 102 LF 12" 0 CPEP @ 1.52 2.61% STA: 3+70.28, 10.04' RT SSMH TYPE 1 48°0 I \ m 23 RIM= 417.50 w/SOLID LOCKING LID 138 LF 12" 0 CPEP @ 2.91-% 1.97% IE = 410.59 6"0 IN (SW) STA: 25+20.26, 15.00' RT RIM= 415.16 w/SOLL ID OCKING LI IE = 410.46 8"0 IN (E) IE = 407.74 8"0 IN (N) _ d IE = 410.36 8"0 OUT (NW) IE = 407.64 8"0 OUT (S) I 12 ,, 0 I SANITARY SEWER PIPE TABLE I STBA:024 93.00, 19.22' RT RIM= 414.16 10 217 LF 8"0 PVC SDR35 D3034 @ 0.50% IE= 409.55 12"0 IN (N) I r 104 IE= 410.05 6"0 IN (E) 20 4� LF 8"0 PVC SDR35 D3034 @ 0,50% IE= 409.55 12"0 OUT (S) ; 0 153 LF 8"0 PVC SDR35 D3034 @ 9-S9% 0.45% CB 1 TYPE 2 54"0 I ,I ® 335�3 349- LF 8"0 PVC SDR35 D3034 @ 1.59% 1.48% STA: 7+11.51, 41.47' LT CONTROL STRUCTURE 0 187 LF 8"0 PVC SDR35 D3034 @ 6.29%r 6.18% SOLID LOCKING LID RIM= 409.50 .. '11Q1- <8> 53 LF 8' 0 PVC SDR35 D3034 @ $.� 0.75% IE= 399.00 12"0 IN (NE) IE= 399.00 12°0 OUT (S) I I = ' �Ln W 1 © 62 LF 8"0 PVC SDR35 D3034 @ 5.69% 5.32% CB TYPE 1 6� 94 LF 8"0 PVC SDR35 D3034 @ 1.9�4% 2.16% STA: CURB R 19.,54' RT THRU CURB GRATE P 1 � !, Q7 411 LF TO PVC SDR35 D3034 @ 1.53%s 1.45% RIM- g IE- 40.40 1.40 1 12"0 IN (N) ® 237 LF 8"0 PVC SDR35 D3034 @ 2.49% 2.61% IE= 401.40 12"0 OUT (E) 2 ly-. 04 -- - - STREET LIGHT NOTE THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN ON THESE DESIGN DRAWINGS IS STRICTLY FOR PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE APPROVED ILLUMINATION PLAN PREPARED BY HERMAN TRAFFIC ENGINEERING FOR ALL STREET LIGHTING CONCERNS REGARDING BECLAN PLACE. WATER NOTE THE CONCEPTUAL WATER DISTRIBUATION SYSTEM SHOWN ON THESE DESIGN DRAWINGS IS STRICTLY FOR PRELIMINARY DESIGN OF UTILITIES. THE ACTUAL WATER DISTRIBUTION DESIGN WILL BE PREPARED BY KING COUNTY WATER DISTRICT #90. SSMH A TYPE 1 48'0 7 STA: 23++3r E, ?3U0' Tr f. RIM= 406.57 W/SOLID LOCKING LID q IE = 396.05 8"0 IN (N) ' IE = 395,95 8"0 OUT (N) EX SS-M;, T'(PE ' We?, J STA � 2-�8127, 3.58' i , qlM 406.4 IE - ±395.68 I rO IN (N) E E38'� 8'0 OUT (:.�) INSIDE DROP, I RECHANNEL MANHOLE ._.. w`si _ t f IF. 0/1-CHAN, = ±422.6 8'0 IN (E) r it 1E W/I. I1AN. _ + 422.E 8'0 COY (N23 / 34 Cedar 24 FF=- 42 = 420 FF1 �! FF= 423 FFF� 4 ' 1 �' =0 o Lo CB 4P TYPE 1 FF=, 426 a. F �I CDc� I`' I {r - STA: •,4+14.89, 35.00' �-L.t I ;f I I N = I CB 21, TYPE 1 T 1 1 a fi cn STA: 26+68.33, 17.22 LT 11 OUD'LOCKING LID I .. ', '. ,7 I - 1 tt,� - � \ 11 � V '. �,n '` � � ��`•� I �'� RIM- 428.72 Ro - J \ was J` , y' ~ ` I IE= 424.71 12"0 IN (N) saw I ( - - - - - IE= 424.71 12'0 OUT - �. r19 Ced(t t8 - / CedaF= 419 16LLJ RIM= 428,E So.m E= 425A '2" CONC OUT (S) 0 v , 15" 41em1 NEE 2 AC , - c "23 42. - - - - i i x - o EXS CB s .tl sam- - R - -_soar D;, - - - D- - - N Z �� RI42615 r I CB TYPE 1 -I s°ar�� LL% iE= 4�2,1 12¢ CONC IN (N) _-.... > �7 '��. I STA: 4+1489.5. �/ 1 �1E'= 422.0 12" CONC OUT (S, rI I SOLID LOCKING UD; I I ,i �.. o } }_ F= 417 Grl �ve , R� - ii.0 I j I 1& 9 `S al -1 r \ I 0 SSMH TYPE 1 48"0 1"I 7 _ STA: 25+65.39, 5.00' LT ns; = F=41949 13 12 I r I 10 _ 9 I RIM= 426.25 W/SOLID LOCKING LID pp r , I FF= 420 I FF= 421 F= 423 III FF= 424 \V \ V N I', I \ 1 7 f I �..`,\ I . FF= 426 F_ I IE = 418.00 8"0 OUT (W) , i 16 j. I' T I I - .,427 I FF= 415 ;LU - �°" .- - - saoo w.oa_ sam ... "7 r s°.o°u_ saes , 17.22 LT RIM= 423.50 03 r - S88'25'15'E 41- _ m� `- 60. i.Do' 60.00' 60.00' 60.00' _ ''r . I 1 IE= 419.59 12'0 IN (N) - 6o.w ® IE= 419.59 12"0 OUT S - 60.00' `'. 60.00' 60.00' 60.00' -.- \ 4 4 68.79' I soar ,.777% I \ /� _.._...- 50.tl7 Soap' 50ar �� --� .e_ C I I XST CS \ p.� \ ��-J_ RIM= 423.' I t m 420.E 12° CONC IN kN , I I I I I�._ DET T I � � I _� � � III I I 04' I iE- 420,6 12" CONC OUT (S) 8 0. 6 4 3 �. I I I �„ I' CB 19, TYPE 1-L T R A C T �I s FF= 414 9 19 F= 4t 6 18 s 1, s o1 g 2 1 � �? STA: 23+42.22, 22.0T LT FF= 417 9 FF= 419 r FF= 420 � FF= 421 vg $ �I e� Is FF= 422 el Gr¢rel RIM= 419.70 CB P TYPE 1 IE= 415.70 12"0 IN (N) STA` 9+05.43, 35. T III I I * IE= 415.70 EX. 12°0 OUT (S) SOLID LOCKING LID � � � I �� I y -`- em_JI I - '� c-+r - :I✓I w=w Cr II �XlMS=T flv4imW I _ L_DL �_� � E- 417 a�. �Aft1 2RtIC IN (N 0' .0.------ RD "E- 417.4 i2° CONIC IN (E)) - 4 IE= 417 2 18" OUP" 'S1 , .. NC 9+tX) __ m SEE SHEET C-6 lu Co - - �- - - 11 SEE S EET z C�B 13 TYPE 1 -}- SoE a13.3 CB ,TYPE 2, 48 0 -411.3 \�\ ® B' oRw 14 STA: 8+00.00, 14.22' LT STA: 9+85.43, 15 22 LT< ...._. �_ - - k� RIM= 410.46 Q \ RIM= 413.79 CB 7, TYPE 1� ( IEXST CB IE= 399.70 12"0 IN E - STA: 11+67.68, 15.22' LT' II a RIM= 419.4 J IE- 410.20 6°0 IN (N) .,. SSMH 7, TYPE 1 48"0 IE= 399.70 12"0 IN (W) A`V IE= 409.70 12"0 IN (E)" � RIM= 416.92 STA: 23+28.39, 5.00' LT I I IE= 416'7 18' CONC iN (N) IE= 399.70 12"0 OUT (NE) \. IE= 409.70 12"0 OUT IE= 413.42 6"0 IN (W) IE= 416„� 12" CON(; !N�; ( RIM= 420.19 w/SOUD LOCKING LID ( I ;` \ W ., IE= 412.92 12"0 IN (E) \ !E= 416,8 12' "'ONO OUT tS� CB 2, TYPE 2, 48"0 :..X ;T. BSMH IE = 412.10 8'0 IN N I I ? I () / IE 412.92 12"0 OUT W STA: 7+06.60, 23.50' LT Q STA:9+11.55, S.UC' L-1 () IE = 412.00 8"0 OUT (W) I ! ` XST SDMH _..... SOLID LOCKING LID it `2 RIM= 409.13 RM= 420.2 IE = 405.70 8"0 IN (E) : IE= 398.15 12"0 IN (E) Q IE = 405.83 6"0 IN (N) Exs IE= 40d,8 36 IN (E} 'E= 407.7 36€P OUT (5) RIM= 418.9 IE= 398.15 12"0 OUT (S) O :E 4 5,1;u 8"0 =�; (S) = IE= 417,E 12" CONC IN (N) IE= 417.4 12' CONC OUT (S) BENCHMARK VERTICAL DATUM: CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG CITY OF RENTON, NAVD 88 & 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) CHECKED FOR COMPLIANCE l TO CITY STANDARDS Date Date Date GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. S=3446 18 FOUND PUNCHED 3 1 2" BRASS FOUND PUNCHED 3" BRASS SURFACE MONUMENT SURFACE MONUMENT CITY OF RENTON HORIZONTAL CITY OF RENTON HORIZONTAL CONTROL POINT #1851 CONTROL POINT #1852 N 180978.6255 N 180904.8037 E 1313999.6090 E 1316622.3830 10 BASIS OF BEARINGS N 88'21'13" W 2642.56' 10 11 1 1321.28 N.E. 4th S reet - - �h 14 I WI �oIIZa, to 661.25' I 661.25' 1 N 180086.0115 I I I o E 1315265.3076 LQ �I �'°1 I v o I0 N of I a� N I� 661.86' II-----_ �I� C cv w 1323.71'N.E. 2nd St. 1323.71 ' w N 88'25'15" W I T 2647.43' 0 I Lo 100 Z N to 0 0 0 Z Z o b e0 00 15 I 1 I I 1326.15' I N 88'29'17" W 2652.30' - - 14 DETAIL OF NE 1 /4, SEC. 15 AND VICINITY MAP SCALE: 1" = 600' LEGEND FOUND SEC77ON CORNER AS NOTED HEREON. /Omg FOUND QUARTER CORNER AS NOTD HEREON. HORIZONTAL CONTROL CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NO. I REVISION uj2, S - s )1/ � T BY I APPR, I DATE A4kJ!J AssmATEs, Puc CM A PIIOACT NAUGEEW 1945 SOUTH 375TH STREET BUS• (253) 2M-4.508 03 o 1 • / 3 FEDERAL WAY, WA 98003 bsdnredN951c mnet CITY OF- RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C23 DRAWN: TAS/BAS CHECKED, BAS SCALE: 1" = 50' FIELD BOOK: PAGE: APPROVED: SHEET: C-23 OF: 25 DIRECTOR OF PUBLIC WORKS