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HomeMy WebLinkAboutS-365109N N N U I °M Lo 00 N O II W 4 z7N U - Ug �� go 0 wz O � 3 ti+ U c v ._ GO m c a II ° D. a gNg Z O rn O Z BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE 1/40F SEC, 15, TWP, 23N., RGE. 5E., WX CITY OF RENTON, KING COUNTY, WASHINGTON =� 'le s a "9 03#13A, TYPE i STA 41 +54.95, 5.00' RT 5 \ 3 8 '14" W 259,24' B / Wa a. RIM= 421.82 76.85' 5' Ch.m/Ul Face - f IE= 417.76 6 °01N (N) I \ ' 16' 1 1 IE= 417.26 12'0 OUT (S) o if MI 1 1 n• Cmm - ( ���,;;•• ✓ll (- CB#I6A, TYPE 2, 48 °0 W STA: 5+'05.85, 15.22' LT e CB 3, TYPE 1 y 28' MaP1 II 40 +58.67, 5.04 RT I 0 STA: 40 +29.1 0.68' 10' Cedar O / 28 RIM= 419.73 w /SOLID LOCKING UD RIM= 4.791 1 e0.y `�^'' IE= 414.79 12.0 IN (E) a.3 8' j:eam 42 /`-- q IE = 413.16 8 °0 IN (N) IE= 414.79 12 °0 IN (N) I RIM- 419.79 1 18' Neml 15 J / 1 le N IE = 413.06 8 °0 OUT (SW) IE 414.97 12'0 IN N U IE= 414.79 12'0 OUT STORM DRAINAGE PIPE TABLE IE 415,476 °01N(E)) 1 / M I I o (�' I 6; GRAPHIC SCALE ME 1 48 °0 O -t, -- --_ - -- _ STA: 2 +19.67, 0.95' RT C8 14 TYPE 1 CB #15, TYPE 7 I _ IE- 414.97 12'0 OUT S to -Hem 1 10 20 LF 12" 0 CPEP ®- 10.00% - o EK. SSIAH m 0 25 50 100 200 " STA 4 +14.89, 15.54 LT STA: 4+14.69, 15.54' RT 20 LF PFRf. 6 °f : '� \' \f� •o`Y ss \ sc RIM- 419.03 w /SOLID LOCKING UD ei' RIM= 1432.1 PVC LAID ON THE Will \ N8623 'W 322• SBB,23'14' 90.23' °°' 1 IE 409.59 8'0 IN SE, NE CURB 1HRU GRAZE CURB 7HRU GRAZE 14 LF 12" 0 CPEP ®6.07% 1 ( ) IE C L CNAN - ±420.8 8"0 IN S SURFACE ®0.005 )7, ']jl $F U' e1^ --79. IE = 409.49 B °0 OUT (W) RIM- 417.06 RIM= 417.06 I / (( ) ! 'J \ ! .° IE- 41340 8'0 IN (N) IE 413.56 8'0 IN (S) IF C L CNAN - ±420.8 8 "0 OUT N ) Q3 NOT INCLUDED IN PLANS W/ CAPPED END I ( IN FEET f ° 'h IE= 412.90 12'0 IN (E) IE= 413.06 12.0 OUT (N) ® 55 LF 12" 0 CPEP ® -7.40% 1 ce0dr - " 3 IE- 412,90 12 °0 IN (S) CB TYPE i i inch = 50 ft SOLID LOCKING UD CB OB TYPE i L I u z� IE- 412.90 12.0 OUT (� O5 115 LF 12" 0 CPEP ® 1.48% 1 w - . 7 ° ! o I \ STA 27 +70.98, 17.22' RT STA' 27 +56.80, 18.58' RT 1 _ \� ` •\ 12 TYPE 248'0 CB 16 TYPE 1 CB 7, TYPE i CB B, TYPE 7 RIM= 430.20 ' \ STA1 5 +0565, 15.22' LT STA 5 +4700, 15.22' LT © 182 LF 12" 0 CPEP 0 5.50% RIM= 417.49 \\ �': F= 42� 'T 3 +46.00, 1422'RT STA: 5 +47.OQ 15.22' RT\ i IE- 426.26 (KNOCKOUT ONLY) (N) IE- 473.49 12 °0 OUT (S) \ t `. / \ ' ', I P� ¢1762 RIM= 41867 RIM- 419.91 RIM 419.91 o "' ) 426.26 12'0 OUT (S) Q \ 30' paa as `I \4125a12'OiN{N IE- 41479 12'0 IN (E) IE= 41575 12'0 IN E 7 182 LF 12" 0 CPEP 0 1.77% 29 a N ) O IE= 416.41 6 °0 M (S c el CB TYPE 2 48 °0 m L - I �� 1 �, \ IE;., 54 12 0 IN' E IE- 41¢79 12 0 IN (N) iE- 416,25 6'0 IN (N) IE= 415.91 12'0,OUT N) 0 75 LF 12° 0 CPEP ®1.67% STA: 27 +22.00, 18.22' RT / - 421 0 \ _ IE= 4123 12 _WO IE =- 41479 126'OUT ) B= 415.75 12 °0 OUT (W) r ( SSMH , 1YPE 748 °0 RIM= 417.40 Q 137 LF 12" 0 CPEP 0 5.957 IE= 411.42 12"0 IN (E) IV N &i6 6� A OR I O9A IE= 411.42 12.0 OUT (S) - - :, © / e 167 LF 12" 0 CPEP ®0.82% / ' '2g`.. IDA 162 LF 12" 0 CPEP 0 0.827 _ yam \ :SEE SHEET C -4 �� IT 021 108 27 LF 12" 0 CPEP 0 0.55% SSMH fl, TYPE 748'0 STA: 1 +15.00, 5.00' RT I I RIM= 417.64 w /SOUR LOCKING UD 10C 38 LF 12" 0 CPEP 0 5.05% IF = 40892 8.0 IN (E) ii 120 LF 12" 0 CPEP 0 0.55% IF = 40882 8 "0 OUT (S) _ - �� /� „ 34' c r 12 67 LF 12" 0 CPEP 0 4.00% 1 I I �f^ \ / u 25 ° RIM- 418.102 48 "0 �� I F.,� i\ FF- 420 tO3 45 LF 12" 0 CPEP 0 6.73% STA' 27 +29.97, 45.72' RT \ iI v �1 I v C 9P TYPE 1 O13A 35 LF 12" 0 CPEP 0 1.77% IE- 411.57 12'0 IN (NW) !!� W I i -- �\ �' \ STA 4+14.89, 35.1 IE- 411.57 12'0 IN (E) f i I / - -- I. I, -I� -- - � \ OLD LOCKING UD 13B 96 LF 12" 0 CPEP 0 2.14 %. IE- 412.0; s'm IN (s) \ Q IE= 411.57 14 73 LF 12" 0 CPEP 0 0.50% 12.0 -. 15 30 LF 12" 0 CPEP 0 0.53% I- F.Ceem IV STA: 26 +55.00, 18.22' RT \ Q �F 419 i6 \ 91 LF 12" 0 CPEP 0 2.08% RfM= 41669 � , IE 410.87 12'0 IN IN) 0 i 6' Ced 12) 41 LF 12" 0 CPEP 0 2.73% IE= 41087 12.0 oDT (s) ® �� gj'9 • 1 Z 18 30 LF 12" 0 CPEP 0 0.53% CB IOP TYPE t ts• M� / ' y wV - STA: 24+93.00, 35.00' RT _ Fir? \ 1v ! 6 s 19 130 LF 12" 0 CPEP 0 1.70% - _. s s - x.0--- ©0 134 LF 12" 0 CPEP 0 2.90% - - - - - i � " � ce 5 21 192 LF 12" 0 CPEP 0 2.67% ssIAH TYPE. t 4e'0 - - - - - 17 I I (I soup $ FF- 417 © 102 LF 12" 0 CPEP 0 1.52% STA: 3 +70.28 10.04' RT \ I , I I I I © RIM- 417.50 w IN (SCKING UD , _ nu 1 s ! / SSMH TYPE 148'0 _ 3 138 LF 12" 0 CPEP 0 2.01% srA 25 +2D 2s, 19.00' Rr � IE - 410.59 6'0 IN IE = 410.46 8 °0 IN (E) RIM= 415.16 w /SOLID LOCKING U - L $ IE = 410.38 8.0 OUT (NW') IE - 407.74 8'0 M (N) \ b f vv � / ���, IE - 407.fi4 8'0 OUi (S) I , - FF 419 FR= 419 I SANITARY SEWER PIPE TABLE SETA' °24 93.00,19.22. RT �' F= "5 RIM= 414.16 Im � IE= 409.55 12 °0 IN (N) _ - 0 217 LF 8"0 PVC SDR35 03034 0 0.507 ( IE- 410.05 8'0 IN (E) Q 114 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 409.55 12.0 OUT (S) I r 5 > ese• Q3 153 LF 8 "0 PVC SDR35 D3034 0 0.507 CB TYPE 2 54.0 STA: 7 +11.51, 41.47' LT ® 349 LF 8 "0 PVC SDR35 D3034 0 1.50% CONTROL STRUCTU SOUD LOCKING LID I _ 05 187 LF 8"0 PVC SDR35 D3034 0 6.207 RIM= 409.50 I I A IE= 399.00 12 "0 IN (NE) I \ DETE T I 5� 53 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 399.00 12'0 OUT (S) I I " - % - © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% Cs TYPE 1 TRACT a IT= 410 # Ia F) 94 LF 8 "0 PVC SDR35 D3034 0 1.94% STA' 23 +55.64, 19.,54' RT RAN CURB GRATE I 20• 40 406. Q7 411 LF 8 "0 PVC SDR35 03034 0 1.53% RIM= IE- 401.40 12 70 IN (N) I A �j-�. ,� TG ® 237 LF 3"0 PVC SDR35 D3034 0 2.497 IE= 40140 12 70 Our (E) L - $ SEE SHEET C -6 _ _o" I A TYPE I Wd STREET LIGHT NOTE S7A• 35+3335, 1500' RT" THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN RIM- 40657 w /SOUD LOgONG 9 IE =405.6 ' A W ON THESE DESIGN DRAWINGS IS STRICTLY FOR IE = 396.05 8 "0 IN (N) CB .TYPE 2, 48'0 �\ PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE IE = 3959 STA: B +OO.GO, 14.27 LT 5 e'e oui (N) V \ RIM= 410.46 APPROVED ILLUMINATION PLAN PREPARED BY EX. SSMH, TYPE t 58' 60"0 L ( \ iE= 399.70 12.0 IN (E) J HERMAN TRAFFIC ENGINEERING FOR ALL STREET sm ±406.27, 396 L \ I'..lL IE= 399.70 12 "0 IN (W) Il LIGHTING CONCERNS REGARDING BECLAN PLACE. RIM- ±009.0 II n l I 1E= 399.70 12.0 GUT (NE) I n' IE = ±395.68 8'0 IN (N) III \I1 +il IF = ±383.50 8 "0 OUT (S) I Y (I CB 2, +06. 2, 48.5 INSIDE DROP, STA: LOCKING 0, LID LT QI RECHANNEL MANHOLE 141 I I SOLID LOCKING LID I? RIM= 409.13 IE= 398.15 12 °0 IN (E) IE= 398.75 12 "0 OUT (S) 0 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. BENCHMARK CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG & 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) VERTICAL DATUM: CITY OF RENTON, NAVD BB _ -- Awxux 4u, STA: 7 +20,00, 5.00' RT RIM= 425.35 w /SOLID LOCKING UD 342.00' i51PoFM�6 MD6 IE = 415.63 8 °0 M ( E) 875' N 88'23 t4 W W FaID w) IE = 41570 8'0 OUiN(WJ 6874 FOUND PUNCHED 3" BRASS FOUND PUNCHED 3 7 2" BRASS SU A M TON H E %. SSMH SURFACE MONUMENT I CITY OF RENTON HORIZ/NTAL _ 1 1 RIM= 1430.1 CITY OF RENTON HORIZONTAL CONTROL POINT #1852 IE C/L CH AN = 1422.6 8 "0 IN (E) CONTROL POINT #1851 N 180904.8037 IE C L CHAN. _ ±422.6 8 '0 OUT N N 180978.6255 ig I / O E 1316622.3830 E 1313999.6090 Le'g 4 \ 23 I I 0 BASIS OF BEARINGS w¢� FF` 421 8 FF= 423 ��4 s a 20 $ , v;1 1 _ _ N 8821 -3" W I 2642.56'_ _ - 70 FF= 426' FF= 427 i I c, i 1321.28 N.E. 4th Street hl CB 21, TYPE 1 A 14 STA: 26 +68,33, 17.22' L7 of 9$'� m y\ N IN IE= 424.71 12 °0 1 ( ) f to ml4im ypS/ I -IRD s -fl0 �-- 4T I IE= 424.71 12 °0 OUT (S) I 12 85 ss\ � 1 ' n - I EX57 (V CB 661.25' �I 661.25 'I RIM= 428.6 �^ 0`01 1Q� N 180086.0115 © IE= 425.1 12" CONIC OUT (S) Z61 1 p 1 15265.3076 NE 2 ACE I " 1 LIJ ERST CB 667.86' o I> H r ___ _ __ _ - 8 - -.�- T RIM= 1323.7TN. E. 2nd St ' - - - -- xio, 1323.71'--_- - � W V IE= 422.1 12" CONC IN T ( al N 8825'15" W w 2647.43' w ` IE= 422.0 12" CONIC OUT (S) 1 $ I L al wM s 420 I �\ \� �\ z 10 z - o z tt_ s a a a �I - Jr SSMH TYPE 1 48 "0 IM 2 Ir 7 ) STA 25 +65.39, 5.00' LT Ipi lo I I I I i ) �� = 1 425 EIN 426.25 w/SOLID 8'000T LOCKING UD I I� `I ff= 423 III �ff= 424 F= 426 FF 27 a! C- I I -j L = L L I ( -D i$ CB 0, TYPE 1 1 - -I L-. J \ I STA: 24+76.03, 17.22' LT I \ \ I RIM= 423.50 - 15 1326.15' xi - .____ -_- 5862515'E I� 60.00' 60,Og �.�, \ 1 I I) IE- 419.59 12°0 IN (N) N 88'29'1 J" W 2652.30'. - 14 60.00' 60. ® 71.30• IE 419.59 12 °0 OUT (S) , saarc 90.00• `\aa _ sa7s• i I -, )e. DETAIL OF NE 1/4, SEC. 15 AND VICINITY MAP 48 0' ( RIMT 423.1 SCALE: 1" = 600' I I I vv 420.6 12" CONC IN (N) III I T= 4206 12" CONC OUT (s) 4 3 I I 2'( ( 1 Y CB 19. TYPE 1 -L s I FF= 41 az = 41910 FF= 420 a gal I Ip w1 STA .233422.2. 2207' Li - CB P E 1 I iq F= 421 91\ x FF= 422 01 Cr el RIM= 419.70 LEGEND I STA: 9+ 5.43, 35. T I I I� I \ IE= 415,70 12 °0 IN (N) IE= 415.70 IX. 12'0 OUT S S�jL1D L CKING LID O L. I _ \\ I 1 I I I I I I ~ F (I RRAr 489.7 FOUND SEC770N CORNER AS NOTED HEREON. -� L - -� L� �� 1>: D 'S °'- = _� ) IE 417.412 CONIC IN (N) �� FOUND WARIER CORNER AS NOTED HEREON. L� I _ - IE 477.4 12 CONIC IN (E) E 417216" CDNG OUT cS, HORIZONTAL CONTROL - -, .__ 7 f7+ 7 2 +op IT j - _ 3nQF97 - T SEE EET C- � g �a a= 13 CB 1YPE; �'3' -+Jau ac .3 = 145 Ts,r' ° S=3 6 5 109 STA 9 +85,43, 15.22' l 8 I < can l c b ® R, A, $QX RIM= 41379 j > CB TYPE i „ I EXST 489.4 - - � �pF WAyxt�C1� IE= 410.20 6 "0 IN (N) In `^ STA: 11+67.68, 15.22' LT SSMH TYPE 1 4B °0 I III II y IE= 409.70 12 70 IN (E)'' RIM= 416,92 STA: 23 +28.39, 5.00' LT I ( IE= 476.7 18" CONC IN (N) ���' . IE= 409.70 12'0 OUT O IE= 413.42 6.0 M (W) RIM= 420.19 w /SIX1D LOCKING UD - I IE= 416.9 12" CONIC IN (E) Al, S I�Q. �LP�� E %ST. SSIAH IE= 41292 12 °0 IN (E) IE = 412.10 8 °0 IN (N) J IE= 416.8 72" CONC OUT (S) LA]J_'1-1_Jl�lAa STA: 9+11,55, 5.00' LT IE- 412.92 12 °0 OUT (W) IE = 412.00 8'0 OUT (W) (I rs*y I EKST SDMH •� 32223�p RIM= 412.60 RIM= 420.2'73f6m" 11 p�L�� 8 �� Y�AE IE = 405.70 8"0 IN (E) IE= 407.8 36" IP IN (E)'VIONAL IE = 405.83 6'0 IN (N) EKST C8 IE= 407.7 36" IP OUT (S) leas mum 3751H STRICT Bus (153)1116 -45M IE = 405.60 8"0 OUT (S) RIM= 418.9 08-25.(2- FEDERAL WAY, WA 9600.3 bs weAYB34 Wxd IE= 417.6 12" CONIC IN (N) IE= 417.4 12" CONIC OUT (s) CALL 48 HOURS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG :... _..___:.,-_.__._.............._...._..--- CHECKED FOR COMPLIANCE BECLAN PLACE - MINOR AMENDMENT 1- 800 - 424 -5555 COMPOSITE UTILITIES TO CITY STANDARDS HORIZONTAL CONTROL PLAN Date DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C23 Date \` DRAWN: TAS /BAS Date CHECKED: BAS SCALE: 2 50' FIELD BOOK, PAGE: NO. REVISION BY APPR, DATE APPROVED: SHEET: 0-23 OF: 25 ZG,5109 Z n W W LJ J - Ug �� go J- ° W �o ga �J W O o Q M �z O rzj O vo Z 0 wz O � 3 ti+ U c v ._ GO m c a II ° D. a gNg Z O rn O Z BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE 1/40F SEC, 15, TWP, 23N., RGE. 5E., WX CITY OF RENTON, KING COUNTY, WASHINGTON =� 'le s a "9 03#13A, TYPE i STA 41 +54.95, 5.00' RT 5 \ 3 8 '14" W 259,24' B / Wa a. RIM= 421.82 76.85' 5' Ch.m/Ul Face - f IE= 417.76 6 °01N (N) I \ ' 16' 1 1 IE= 417.26 12'0 OUT (S) o if MI 1 1 n• Cmm - ( ���,;;•• ✓ll (- CB#I6A, TYPE 2, 48 °0 W STA: 5+'05.85, 15.22' LT e CB 3, TYPE 1 y 28' MaP1 II 40 +58.67, 5.04 RT I 0 STA: 40 +29.1 0.68' 10' Cedar O / 28 RIM= 419.73 w /SOLID LOCKING UD RIM= 4.791 1 e0.y `�^'' IE= 414.79 12.0 IN (E) a.3 8' j:eam 42 /`-- q IE = 413.16 8 °0 IN (N) IE= 414.79 12 °0 IN (N) I RIM- 419.79 1 18' Neml 15 J / 1 le N IE = 413.06 8 °0 OUT (SW) IE 414.97 12'0 IN N U IE= 414.79 12'0 OUT STORM DRAINAGE PIPE TABLE IE 415,476 °01N(E)) 1 / M I I o (�' I 6; GRAPHIC SCALE ME 1 48 °0 O -t, -- --_ - -- _ STA: 2 +19.67, 0.95' RT C8 14 TYPE 1 CB #15, TYPE 7 I _ IE- 414.97 12'0 OUT S to -Hem 1 10 20 LF 12" 0 CPEP ®- 10.00% - o EK. SSIAH m 0 25 50 100 200 " STA 4 +14.89, 15.54 LT STA: 4+14.69, 15.54' RT 20 LF PFRf. 6 °f : '� \' \f� •o`Y ss \ sc RIM- 419.03 w /SOLID LOCKING UD ei' RIM= 1432.1 PVC LAID ON THE Will \ N8623 'W 322• SBB,23'14' 90.23' °°' 1 IE 409.59 8'0 IN SE, NE CURB 1HRU GRAZE CURB 7HRU GRAZE 14 LF 12" 0 CPEP ®6.07% 1 ( ) IE C L CNAN - ±420.8 8"0 IN S SURFACE ®0.005 )7, ']jl $F U' e1^ --79. IE = 409.49 B °0 OUT (W) RIM- 417.06 RIM= 417.06 I / (( ) ! 'J \ ! .° IE- 41340 8'0 IN (N) IE 413.56 8'0 IN (S) IF C L CNAN - ±420.8 8 "0 OUT N ) Q3 NOT INCLUDED IN PLANS W/ CAPPED END I ( IN FEET f ° 'h IE= 412.90 12'0 IN (E) IE= 413.06 12.0 OUT (N) ® 55 LF 12" 0 CPEP ® -7.40% 1 ce0dr - " 3 IE- 412,90 12 °0 IN (S) CB TYPE i i inch = 50 ft SOLID LOCKING UD CB OB TYPE i L I u z� IE- 412.90 12.0 OUT (� O5 115 LF 12" 0 CPEP ® 1.48% 1 w - . 7 ° ! o I \ STA 27 +70.98, 17.22' RT STA' 27 +56.80, 18.58' RT 1 _ \� ` •\ 12 TYPE 248'0 CB 16 TYPE 1 CB 7, TYPE i CB B, TYPE 7 RIM= 430.20 ' \ STA1 5 +0565, 15.22' LT STA 5 +4700, 15.22' LT © 182 LF 12" 0 CPEP 0 5.50% RIM= 417.49 \\ �': F= 42� 'T 3 +46.00, 1422'RT STA: 5 +47.OQ 15.22' RT\ i IE- 426.26 (KNOCKOUT ONLY) (N) IE- 473.49 12 °0 OUT (S) \ t `. / \ ' ', I P� ¢1762 RIM= 41867 RIM- 419.91 RIM 419.91 o "' ) 426.26 12'0 OUT (S) Q \ 30' paa as `I \4125a12'OiN{N IE- 41479 12'0 IN (E) IE= 41575 12'0 IN E 7 182 LF 12" 0 CPEP 0 1.77% 29 a N ) O IE= 416.41 6 °0 M (S c el CB TYPE 2 48 °0 m L - I �� 1 �, \ IE;., 54 12 0 IN' E IE- 41¢79 12 0 IN (N) iE- 416,25 6'0 IN (N) IE= 415.91 12'0,OUT N) 0 75 LF 12° 0 CPEP ®1.67% STA: 27 +22.00, 18.22' RT / - 421 0 \ _ IE= 4123 12 _WO IE =- 41479 126'OUT ) B= 415.75 12 °0 OUT (W) r ( SSMH , 1YPE 748 °0 RIM= 417.40 Q 137 LF 12" 0 CPEP 0 5.957 IE= 411.42 12"0 IN (E) IV N &i6 6� A OR I O9A IE= 411.42 12.0 OUT (S) - - :, © / e 167 LF 12" 0 CPEP ®0.82% / ' '2g`.. IDA 162 LF 12" 0 CPEP 0 0.827 _ yam \ :SEE SHEET C -4 �� IT 021 108 27 LF 12" 0 CPEP 0 0.55% SSMH fl, TYPE 748'0 STA: 1 +15.00, 5.00' RT I I RIM= 417.64 w /SOUR LOCKING UD 10C 38 LF 12" 0 CPEP 0 5.05% IF = 40892 8.0 IN (E) ii 120 LF 12" 0 CPEP 0 0.55% IF = 40882 8 "0 OUT (S) _ - �� /� „ 34' c r 12 67 LF 12" 0 CPEP 0 4.00% 1 I I �f^ \ / u 25 ° RIM- 418.102 48 "0 �� I F.,� i\ FF- 420 tO3 45 LF 12" 0 CPEP 0 6.73% STA' 27 +29.97, 45.72' RT \ iI v �1 I v C 9P TYPE 1 O13A 35 LF 12" 0 CPEP 0 1.77% IE- 411.57 12'0 IN (NW) !!� W I i -- �\ �' \ STA 4+14.89, 35.1 IE- 411.57 12'0 IN (E) f i I / - -- I. I, -I� -- - � \ OLD LOCKING UD 13B 96 LF 12" 0 CPEP 0 2.14 %. IE- 412.0; s'm IN (s) \ Q IE= 411.57 14 73 LF 12" 0 CPEP 0 0.50% 12.0 -. 15 30 LF 12" 0 CPEP 0 0.53% I- F.Ceem IV STA: 26 +55.00, 18.22' RT \ Q �F 419 i6 \ 91 LF 12" 0 CPEP 0 2.08% RfM= 41669 � , IE 410.87 12'0 IN IN) 0 i 6' Ced 12) 41 LF 12" 0 CPEP 0 2.73% IE= 41087 12.0 oDT (s) ® �� gj'9 • 1 Z 18 30 LF 12" 0 CPEP 0 0.53% CB IOP TYPE t ts• M� / ' y wV - STA: 24+93.00, 35.00' RT _ Fir? \ 1v ! 6 s 19 130 LF 12" 0 CPEP 0 1.70% - _. s s - x.0--- ©0 134 LF 12" 0 CPEP 0 2.90% - - - - - i � " � ce 5 21 192 LF 12" 0 CPEP 0 2.67% ssIAH TYPE. t 4e'0 - - - - - 17 I I (I soup $ FF- 417 © 102 LF 12" 0 CPEP 0 1.52% STA: 3 +70.28 10.04' RT \ I , I I I I © RIM- 417.50 w IN (SCKING UD , _ nu 1 s ! / SSMH TYPE 148'0 _ 3 138 LF 12" 0 CPEP 0 2.01% srA 25 +2D 2s, 19.00' Rr � IE - 410.59 6'0 IN IE = 410.46 8 °0 IN (E) RIM= 415.16 w /SOLID LOCKING U - L $ IE = 410.38 8.0 OUT (NW') IE - 407.74 8'0 M (N) \ b f vv � / ���, IE - 407.fi4 8'0 OUi (S) I , - FF 419 FR= 419 I SANITARY SEWER PIPE TABLE SETA' °24 93.00,19.22. RT �' F= "5 RIM= 414.16 Im � IE= 409.55 12 °0 IN (N) _ - 0 217 LF 8"0 PVC SDR35 03034 0 0.507 ( IE- 410.05 8'0 IN (E) Q 114 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 409.55 12.0 OUT (S) I r 5 > ese• Q3 153 LF 8 "0 PVC SDR35 D3034 0 0.507 CB TYPE 2 54.0 STA: 7 +11.51, 41.47' LT ® 349 LF 8 "0 PVC SDR35 D3034 0 1.50% CONTROL STRUCTU SOUD LOCKING LID I _ 05 187 LF 8"0 PVC SDR35 D3034 0 6.207 RIM= 409.50 I I A IE= 399.00 12 "0 IN (NE) I \ DETE T I 5� 53 LF 8 "0 PVC SDR35 D3034 0 0.50% IE= 399.00 12'0 OUT (S) I I " - % - © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% Cs TYPE 1 TRACT a IT= 410 # Ia F) 94 LF 8 "0 PVC SDR35 D3034 0 1.94% STA' 23 +55.64, 19.,54' RT RAN CURB GRATE I 20• 40 406. Q7 411 LF 8 "0 PVC SDR35 03034 0 1.53% RIM= IE- 401.40 12 70 IN (N) I A �j-�. ,� TG ® 237 LF 3"0 PVC SDR35 D3034 0 2.497 IE= 40140 12 70 Our (E) L - $ SEE SHEET C -6 _ _o" I A TYPE I Wd STREET LIGHT NOTE S7A• 35+3335, 1500' RT" THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN RIM- 40657 w /SOUD LOgONG 9 IE =405.6 ' A W ON THESE DESIGN DRAWINGS IS STRICTLY FOR IE = 396.05 8 "0 IN (N) CB .TYPE 2, 48'0 �\ PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE IE = 3959 STA: B +OO.GO, 14.27 LT 5 e'e oui (N) V \ RIM= 410.46 APPROVED ILLUMINATION PLAN PREPARED BY EX. SSMH, TYPE t 58' 60"0 L ( \ iE= 399.70 12.0 IN (E) J HERMAN TRAFFIC ENGINEERING FOR ALL STREET sm ±406.27, 396 L \ I'..lL IE= 399.70 12 "0 IN (W) Il LIGHTING CONCERNS REGARDING BECLAN PLACE. RIM- ±009.0 II n l I 1E= 399.70 12.0 GUT (NE) I n' IE = ±395.68 8'0 IN (N) III \I1 +il IF = ±383.50 8 "0 OUT (S) I Y (I CB 2, +06. 2, 48.5 INSIDE DROP, STA: LOCKING 0, LID LT QI RECHANNEL MANHOLE 141 I I SOLID LOCKING LID I? RIM= 409.13 IE= 398.15 12 °0 IN (E) IE= 398.75 12 "0 OUT (S) 0 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. BENCHMARK CITY OF RENTON BENCHMARK #2104. 1- IP W /PLUG & 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) VERTICAL DATUM: CITY OF RENTON, NAVD BB _ -- Awxux 4u, STA: 7 +20,00, 5.00' RT RIM= 425.35 w /SOLID LOCKING UD 342.00' i51PoFM�6 MD6 IE = 415.63 8 °0 M ( E) 875' N 88'23 t4 W W FaID w) IE = 41570 8'0 OUiN(WJ 6874 FOUND PUNCHED 3" BRASS FOUND PUNCHED 3 7 2" BRASS SU A M TON H E %. SSMH SURFACE MONUMENT I CITY OF RENTON HORIZ/NTAL _ 1 1 RIM= 1430.1 CITY OF RENTON HORIZONTAL CONTROL POINT #1852 IE C/L CH AN = 1422.6 8 "0 IN (E) CONTROL POINT #1851 N 180904.8037 IE C L CHAN. _ ±422.6 8 '0 OUT N N 180978.6255 ig I / O E 1316622.3830 E 1313999.6090 Le'g 4 \ 23 I I 0 BASIS OF BEARINGS w¢� FF` 421 8 FF= 423 ��4 s a 20 $ , v;1 1 _ _ N 8821 -3" W I 2642.56'_ _ - 70 FF= 426' FF= 427 i I c, i 1321.28 N.E. 4th Street hl CB 21, TYPE 1 A 14 STA: 26 +68,33, 17.22' L7 of 9$'� m y\ N IN IE= 424.71 12 °0 1 ( ) f to ml4im ypS/ I -IRD s -fl0 �-- 4T I IE= 424.71 12 °0 OUT (S) I 12 85 ss\ � 1 ' n - I EX57 (V CB 661.25' �I 661.25 'I RIM= 428.6 �^ 0`01 1Q� N 180086.0115 © IE= 425.1 12" CONIC OUT (S) Z61 1 p 1 15265.3076 NE 2 ACE I " 1 LIJ ERST CB 667.86' o I> H r ___ _ __ _ - 8 - -.�- T RIM= 1323.7TN. E. 2nd St ' - - - -- xio, 1323.71'--_- - � W V IE= 422.1 12" CONC IN T ( al N 8825'15" W w 2647.43' w ` IE= 422.0 12" CONIC OUT (S) 1 $ I L al wM s 420 I �\ \� �\ z 10 z - o z tt_ s a a a �I - Jr SSMH TYPE 1 48 "0 IM 2 Ir 7 ) STA 25 +65.39, 5.00' LT Ipi lo I I I I i ) �� = 1 425 EIN 426.25 w/SOLID 8'000T LOCKING UD I I� `I ff= 423 III �ff= 424 F= 426 FF 27 a! C- I I -j L = L L I ( -D i$ CB 0, TYPE 1 1 - -I L-. J \ I STA: 24+76.03, 17.22' LT I \ \ I RIM= 423.50 - 15 1326.15' xi - .____ -_- 5862515'E I� 60.00' 60,Og �.�, \ 1 I I) IE- 419.59 12°0 IN (N) N 88'29'1 J" W 2652.30'. - 14 60.00' 60. ® 71.30• IE 419.59 12 °0 OUT (S) , saarc 90.00• `\aa _ sa7s• i I -, )e. DETAIL OF NE 1/4, SEC. 15 AND VICINITY MAP 48 0' ( RIMT 423.1 SCALE: 1" = 600' I I I vv 420.6 12" CONC IN (N) III I T= 4206 12" CONC OUT (s) 4 3 I I 2'( ( 1 Y CB 19. TYPE 1 -L s I FF= 41 az = 41910 FF= 420 a gal I Ip w1 STA .233422.2. 2207' Li - CB P E 1 I iq F= 421 91\ x FF= 422 01 Cr el RIM= 419.70 LEGEND I STA: 9+ 5.43, 35. T I I I� I \ IE= 415,70 12 °0 IN (N) IE= 415.70 IX. 12'0 OUT S S�jL1D L CKING LID O L. I _ \\ I 1 I I I I I I ~ F (I RRAr 489.7 FOUND SEC770N CORNER AS NOTED HEREON. -� L - -� L� �� 1>: D 'S °'- = _� ) IE 417.412 CONIC IN (N) �� FOUND WARIER CORNER AS NOTED HEREON. L� I _ - IE 477.4 12 CONIC IN (E) E 417216" CDNG OUT cS, HORIZONTAL CONTROL - -, .__ 7 f7+ 7 2 +op IT j - _ 3nQF97 - T SEE EET C- � g �a a= 13 CB 1YPE; �'3' -+Jau ac .3 = 145 Ts,r' ° S=3 6 5 109 STA 9 +85,43, 15.22' l 8 I < can l c b ® R, A, $QX RIM= 41379 j > CB TYPE i „ I EXST 489.4 - - � �pF WAyxt�C1� IE= 410.20 6 "0 IN (N) In `^ STA: 11+67.68, 15.22' LT SSMH TYPE 1 4B °0 I III II y IE= 409.70 12 70 IN (E)'' RIM= 416,92 STA: 23 +28.39, 5.00' LT I ( IE= 476.7 18" CONC IN (N) ���' . IE= 409.70 12'0 OUT O IE= 413.42 6.0 M (W) RIM= 420.19 w /SIX1D LOCKING UD - I IE= 416.9 12" CONIC IN (E) Al, S I�Q. �LP�� E %ST. SSIAH IE= 41292 12 °0 IN (E) IE = 412.10 8 °0 IN (N) J IE= 416.8 72" CONC OUT (S) LA]J_'1-1_Jl�lAa STA: 9+11,55, 5.00' LT IE- 412.92 12 °0 OUT (W) IE = 412.00 8'0 OUT (W) (I rs*y I EKST SDMH •� 32223�p RIM= 412.60 RIM= 420.2'73f6m" 11 p�L�� 8 �� Y�AE IE = 405.70 8"0 IN (E) IE= 407.8 36" IP IN (E)'VIONAL IE = 405.83 6'0 IN (N) EKST C8 IE= 407.7 36" IP OUT (S) leas mum 3751H STRICT Bus (153)1116 -45M IE = 405.60 8"0 OUT (S) RIM= 418.9 08-25.(2- FEDERAL WAY, WA 9600.3 bs weAYB34 Wxd IE= 417.6 12" CONIC IN (N) IE= 417.4 12" CONIC OUT (s) CALL 48 HOURS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG :... _..___:.,-_.__._.............._...._..--- CHECKED FOR COMPLIANCE BECLAN PLACE - MINOR AMENDMENT 1- 800 - 424 -5555 COMPOSITE UTILITIES TO CITY STANDARDS HORIZONTAL CONTROL PLAN Date DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C23 Date \` DRAWN: TAS /BAS Date CHECKED: BAS SCALE: 2 50' FIELD BOOK, PAGE: NO. REVISION BY APPR, DATE APPROVED: SHEET: 0-23 OF: 25 ZG,5109