Loading...
HomeMy WebLinkAboutWWP2703446.6O m 0 W Q a cn w a EL w J U 0 a I;j a n 0 a w z W oG I C'4 N 0� .0- C:f Lij L;j W W ® N V Q O Z U w Q � w III CDz m Cl- 0 O Elf O Z IU- �' N a ow ►�- W W� Wm z Z 3 Y w O rn w a4 x a a- N Ck 0 V Q IY n n Q n 9 z O U) LLI fy O z STORM DRAINAGE PIPE TABLE 10 93 LF 12"0 CPEP @ 0.75% 02 10 LF 12"0 CPEP @ 1.00% �3 16 LF 12"0 CPEP @ 0.50% ( 36 LF 12"0 CPEP @ 17.69% BECLAN PLACE 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 _ �L � 3 j 0 I ° N 88`23'14" W 259.24' �°} s vd. Fn. I 5' Chain Lin Fence T -- 1 i j I i 20 LF PERE. 6"0 -� PVC LAID ON THE SURFACE @ 0.00% W/ CAPPED END 5 O © �7 Q8 10 10A 130 LF 12"0 CPEP @ 0.50% 166 LF 12" 0 CPEP @ 4.14% 166 LF 12"0 CPEP @ 1.74% 100 LF 12"0 CPEP @ 7.00% 126 LF 12"0 CPEP @ 5.22% 75 LF 12"0 CPEP @ 2.13% 140 LF 12"0 CPEP @ 1.04% CB t3, TYPE 1 STA: 40+29.54, 0.68' LT RIM= 419.19 IE= 414.97 12"0 IN (N) IE= 415.47 6"0 IN (E) IE= 414.97 12"0 OUT (S) CB 106 TYPE 1 STA: 27+56.80, 18.58' RT RIM= 417.49 IE= 413.49 12"0 OUT (S) I o> N �' 4is 10B 77 LF 12"0 CPEP @ 0.64% SSMH 11, TYPE 1 48"0 0+59.W - STA: 1+05.00, 5.00' RT 11 79 LF 12"0 CPEP @ 1.85% RIM= 417.95 w/SOLID LOCKING LID e 12 120 LF 12"0 CPEP @ 5.40% IE = 408.92 8"0 IN (E) IE = 408.82 8"0 OUT (S) I OB 12A 67 LF 12"0 CPEP @ 4.00% CB 10A TYPE 1 Zg I ' 13 58 LF 12"0 CPEP @ 1.87% STA. 26+80.00, 19.22 RT RIM= 416.94 1 13A 35 LF 12"0 CPEP @ 1.77% IE= 413.00 12"0 IN (N) W IE= 413.50 6"0 IN (E) 13B 96 LF 12"0 CPEP @ 2.14% IE= 413.00 12'0 OUT (S) Q I 14 ,� 73 LF 1 0 CPEP @ 0.50% CB 11, TYPE 1-L STA: 2+66.56, 15.22' RT 15 30 LF 12"0 CPEP @ 0.50% RIM= 418.41 16 77 LF 12"0 CPEP @ 1,75% IE= 414.00 12"0 IN (NE) Q IE= 414.00 12"0 OUT (S) 17 55 LF 12"0 CPEP @ 2.73% CB#10, TYPE 1 I a 9 19. STA: 25+40.00, 22' RT \ O 18 O 30 LF 12"0 CPEP @ 0.50% RIM= 415.51 _� 1 19 130 LF 12"0 CPEP @ 0.50% IE= 411.55 12"0 IN (N) IE= 412.05 6"0 IN (E) CN 20 134 LF 12"0 CPEP @ 2.71% IE=4tt,55 t2"0 our (s� I 21 192 LF 12"0 CPEP @ 2.68% - 104 LF 12"0 CPEP @ 1.52% SSMH 5 TYPE 1 48"0 1 23 138 LF 12"0 CPEP @ 2.01 % STA: 25+30,46, 5.00' RT RIM= 415.60 w/SOLID LOCKING LI IE = 407.89 8"0 IN (N) IE = 407.89 6"0 IN (E) IE = 407.89 8"0 OUT (S) ! 10 CB TYPE 1 SANITARY SEWER PIPE TABLE STA: 24+65.44, 19.22' RT RIM= 412.92 IE= 409.96 12"0 IN (N) 10 207 LF 8"0 PVC SDR35 D3034 @ 0.50% IE= 409.96 12"0 OUT (S) <g> 114 LF 8"0 PVC SDR35 D3034 @ 0.50% ' 5 03 153 LF 8"0 PVC SDR35 D3034 @ 0.50% STA: 32+03.34 I 4� W/ SOLID LOCKING LID ® 297 LF 8; 0 PVC SDR35 D3034 @ 1.50% RIM= 411.75 I I I IE= 403.38 12"0 IN (N) 5 197 LF 8 0 PVC SDR35 D3034 @ 5.93% IE= 403.38 12"0 IN (W) 11 1 41 LF 8"0 PVC SDR35 D3034 @ 0.40% IE= 403.38 12"¢ GUT(S) I © 62 LF 8"0 PVC SDR35 D3034 @ 5.60% CB TYPE 1 STA: 6+84.05, 40.33' LT 6A 94 LF 8"0 PVC SDR35 D3034 @ 1.94% 4rHRu cuRe GRATE �, h i+: 20' < 411 LF 8"0 PVC SDR35 D3034 @ 1.53% RIM= 406.40 " IE= 403.40 12 0 OUT (E) `a ! ® 237 LF 8"0 PVC SDR35 D3034 @ 2.49% 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 HERM.AN 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. °\ CIE SSMH j5A, TYPE 1 48"0X-Z-� / STA: 27+ 55T, 5.00' RT RIM= 407.03 w/SOLID LOCKING L B I�✓ r = is IE = 395.89 8"0 OUT (N) Ex. SSMH, I THL I ou 0 STA: 22+83.27, 3.58' L RIM= t406A IE = ±395,73 8"0 IN (N) IE = ±383.50 8"0 OUT (S) I Id Wetland "A" 1 4,312 " FT. (W1I PROPERTY) TR CT B KU I! 31 i 30 FF= 423.5 F4 I I , \. SS S RD CD �,. -� --- - w o Ln r� N r 3 28 Ln CD CD FF= 422.5 SSMH "G, TYPE 1 48"0 29 STA: 24 31.51, 58.50' LT FF= 422 / RIM= 419.73 w/SOLID LOCKING 1, D IE = 413.06 8"0 IN (N) 10' PUBIC STORM DRAINAGE EASEMENT IE = 413.06 8"0 OUT (SW) / 4ti 6 27 N 8R2- 1 - 4" '�` 34? JO' �- -- - 420 5' W d Fence " . FF= 421 ! -� Rh� / / SSMH '2, TYPE 1 48'0� �g 14, TYPE 1 ++I I CB 16, TYPE 1 13 \ STA; 2+19.67, 0.9�' RT/ TA: 4+14.89, 15.22' L`T � � STA: 4+91.94, 15.2 LT \ RIM= 419.03 w/SO119 LOCKING LID URB THRU GRATE 19 I RIM= 418.25 IE 409.59 0 N (SE, NE) I IE= 414.25 12"0 IN ) IM= 417.06 ' 4091 49 0 OUT (W) � I I ' I , EX. SSMH RIM= t432.1 N IE C/L CHAN. = ±420.8 8"0 IN (S) To j w IE C/L CHAN. = ±420.8 8"0 OUT (N) j ho IIfi I G� ✓el I RB i N D 1 -H 3 TEMPORARY 5 WIDE TR ASPHALT RAMP Asph-It CB 17, TYPE 1 STA: 5+47.00, 15.22' j RIM= 419.91 °� 10 I IE= 415.75 12"0 IN (E) F I I I I o TRa EX. SSMH RIM= t430.1 IE C/L CHAN. = ±422.6 8"0 IN (E) IE C/L CHAN. = ±422.6 8"0 OUT (N) S- L=3s.33 - 1, f\ ,, h . i IE= 412.90 12"0 IN (S I I IE= 414.25 12"0 OUT; (W) I IE= 415.75 12"0 OUT - - I / s , ) IE- 416.25 60 IN N Concrete R=46.Do 26 IE= 412.90 12 "0 OUT (IW I) o � I I 1 &48'59'22 I ( I I x 121 j o Tan=20.96 n \ FF= 420 I I I o N 3 CB 21, TYPE 1 I sS �t < \ L=3933 I r� I �- I STA: 26+68.33, 17.22' LT 2® 11 \ n 46szz I FFG5.5 j F2 4 F 2423226 I RIM= 428.72 FF= 419J \ `,\ \ Tan=20.p RD ; o i I IE= 424,71 12"0 IN (N) 19 \ - - - - Ss 1 Ss -- - - -RD R ss �' IE= 424.71 12"0 OUT (S) FF= 419.7 \ y - - - - --- i 14 •,�_ I W w _ - 77v it 5 EXST CB 18 I _ Z o RIM= 428.6 / - ;7+00 ° IE= 425.1 12" CONC OUT (S) �' 15 NE 2 4 2ND ACE RD i SS K, ig - s: 5 5 y .- I 'I / RD CB 12A TYP 2 48"0 SS SSRD - --� RD Y i EXST CB SS RD ss - ss -- - - - - - - - STA. 3+46.0 , 13.22 RT RD + Z RIM= 426.5 �ss B 15 TYPE 1 CB 18, TYPE t I------ II + 10' PUBLIC STORM DRAINAGE EASEMENT,/IfRiM= 417.62 I SSMH 4, TYPE 1 1 0 �W � �� IE= 422.1 12" CONIC IN (N) IE= 412.54 1 "0 IN (N) 15TA: 4+14.89, 15.22' RT 1 STA: 5+47.00, 15.22 RT STA: 6+63.60, 5. RT 10 PRIVATE UTILITIES EASEMENT � ° 1 L I j IE= 422.0 12 CONIC OUT (S) ! CURB THRU GRATE RIM= 419.91 ' p IE= 412.54 1 "0 IN (E) I 1 RIM= 423.65 w/S LI LOCKING LID I 1 k Q Cr eI 18 I IE= 41254 if "0 OUTS) �IM= 417.06 1 !E= 41E.41 6"0 IN (S� I IE = 415.04 6"0 I�! X) � I' j FF= 418.5 I CB 12 TYPE 48"0 IE- 413.56 6"0 IN (S) i IE= 415.91 12"0 OUT N' IE = 414.91 8"0 U (W) I a FF= 427.5 s IRD IE= 413.06 12"0 OUT (N I l j I y W L5a ' STA: 30+81. 4 I RD I I 0 w/ SOLID LgKING LID SSMH , TYPE 1 48"0 I j As halt SSMH TYPE 1 48"0 _ RIM= 417,80 STA: 3+70.28, 10.04' R __ _ _ I = STA: 25+65.39, 5.00' LT IE= 409.86 1 "O IN (NE) RIM= 417.50 w/SOLID L CLING LID 13 ! 12 11 I V I b RIM= 426.25 w/SOLID LOCKING LID IE= 410.36 �"0 IN (N) 11E = 410.59 6"0 IN (SWj FF= 421 FF= 423 FF= 425 1 I ! = I IE = 418.00 8"0 OUT (W) j 17 I IE= 410.36 "O IN (E) IE = 410.46 8"0 IN (E) I I ( I I "I j W l IE= 409.86 12'0 OUT(S) I IE = 410.36 8"0 OUT ( ,2 1 "7 CB 20, TYPE 1 FF= 417 ; 1 '__U - 424 - - 1 1 RD 16 15 14 3 c STA: 24+76.03, 17.22' LT 9 2:1 I FF= 419.5 FF= 419.5 FF= 419.5 - RD FF= 426.5 ,{ RIM= 423.50 MAX' - -- I - IE= 419.59 12"0 IN (N) off s ------ -__- _ e 3 I As °i' IE= 419.59 12"0 OUT (S) 1 I CB , TYPE 2 48"0 1 I j 8 > 1! STA: 33+02.79 I ( 1 I I EXST CB ®- - - 0' RIM= 423.1 I I w/ SOLID LOCKING LID , I 10' PRIVATE STORM 8 RIM= 410.20 1 I I I DRAINAGE EASEMENT I 2 I ja phalt IE= 420.6 12" CONIC OUT (S) CONC IN (N) IE= 396.38 12"0 IN (N) RD FF= 425 DETENTION i j TRACT A I IE= 396.38 12"0 IN (S) ss 20.0 IE= 420.6 12 IE= 396.38 12"0 OUT { )I 8 7 6 _ _ 424 3 CB 19, TYPE 1-L 5 13 STA: 23+42.22, 22.07' LT I I 10 9 I FF= 417 FF= 418 FF= 419 I ei RIM= 419.70 3 1 111 FF= 415 I FF= 416 1 1 ( FF= 420 I 0 j I HL a IE= 415.96 12"0 IN (N) �'� 1 CONCRETIJI CURB I 1 I j IE= 417.7 EX. 12"0 OUT (S) 1GUTTER & SIDEW K,RD I10' PRIVATE UTI I IES EASEMENT [CEMENT SEE DETAIL SHTSC-11 & I FF= 423.5 RIM= 419. 2 I i 414 SS - � � - SS RD 416 RD � I �� 5 1 -- - - - _ - - RD_ - _ Ss ssRD I� E= 417.4 1'2' CONC IN (N) _--��-----SSRD ---- ho 4 }TEL:-_ 4i - - - - - - - - J % 1 3 1 j IE= 417.4 12" CONC IN (E) - 1 w W - I �11 8 / - --777 L'X III y+c7C- - - a o _ 7 -- 4 > _ r �r I w 1 ,�4 t E-410.5E=411.1 -�_c 7=0 - - - - - 1�}0..��Q' _ w _ T EET E=415.1 �P -- NE - - - �p -� � , - ----� , _ 2ND S - _ � - - ' Asphalt IE=405.6 - __-I /, z" so IL=41 oaRi' Asp�affi- E 41- --Y - � - -�o� =4122 oHa M� j r - CB#1, TYPE 2, 48"0 CB , TYPE 2, 48"0 ii W I CB TYPE i 45 L/ - I rRB � 1 = 414.5' _ STA: 7+99.94, 23.50' LT STA: 8+10.05, 15.22' LT (� j STA: 9+76.36, 15.22' LT SOLID LOCKING LID RIM= 410.48 RIM= 413.63 CB 7, TYPE 1 RiM= 410.42 IE= 402.75 12"0 IN (E) \, IE= 409.62 12"0 iN (E) STA: 11+67.68, 15.22' LT SSMH 7, TYPE 1 48"0 1 Ir RIM= 419.4 IE= 398.85 12"0 IN (N) IE= 402.75 12"0 IN (W) a IE= 409.62 12"0 OUT (W) RIM= 416.92 STA: 23+28.39, 5.00' LT I N p IE= 416.7 18" CONIC IN (N) IE= 398.85 12"0 OUT (W) IE= 402.75 12"0 OUT (N) IE= 413.42 6"0 IN (W} IE= 416.9 12 CONIC IN (E) LAJ ihr IE= 412.92 12"0 IN (E) R►M= 420.19 w/SOLIC LOCKING LID I IE= 416.8 12" CONC OUT (S) �CB#2, TYPE 2, 48"0 STA: 9+tt.,r ` 00' IE= 412.92 12"0 OUT (W) IE = 412.10 8"0 IN (N) _ STA: 7+06.60, 23.50' LT Q I RIM= 412.6 IE = 412.00 8"0 OUT (W) } i EXST SDMH SOLID LOCKING LID = IE = 405.70 8"0 IN (E) i N I e RIM= 420.2 RIM= 408.50 IE = 405.83 6"0 IN (N) IE= 407.8 36" IP IN (E) IE= 398.15 12"0 IN (E) IE = 405.83 6"0 IN (NW) EXST CB IE= 407.7 36" IP OUT (S) IE= 398.15 12"0 OUT (S) O iL = 4U3.OU 8 w OU i l�)l RIM= 418.9 IE= 417.6 12" CONIC IN (N) IE= 417.4 12" CONC OUT (S) 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 88 45 aw CHECKED FOR COMPLIANCE t TO CITY STANDARDS Dat Z Date Date w GRAPHIC SCALE 50 0 25 ( IN FEET ) I inch = 50 ft. 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 8037 N 180978.6255 N 131662 .383 E 1313999.6090 E 1316622.3830 10 BASIS OF BEARINGS _ N 88'21'13" W _2642.56' 10 11 ? 132i 28' N. E. 4 th I Stree t - - A 14 I 01 1�$ 5/ WI L,L�jo , OR �b7- 661.25' ai 661.25' �Q Q� N 180086.0115 N E 1315265.3076 o n� rn j� o N LO 0 C N 0 N N � 661.86' T >> N I N LIJ� -- - 1323.71'N.E. 2nd StJ - --i323.71' - - - -,,, N 8825'15" W i `l' 2647.43' I 0 I in °D N � Z o 0 I o z IC z � I�2 r-�2 I� I 1 15 1326.15' N 88*29'17" W 2652.30' - - 1. 14 DETAIL OF NE 1 /4, SEC. 15 AND VICINITY MAP SCALE: 1" = 600' LEGEND FOUND SEC77ON CORNER AS NOTED HEREON. mwOdm FOUND QUARTER CORNER AS NOTED HEREON. HORIZONTAL CONTROL CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NO. ( REVISION I BY I APPR. I DATE p' S 200 w fir' .. I . SC'HWEIIL & A5SOMTES, PLLC 32223 1SPER� CIVL ENGMRNIG A PROJECT MANAGEMENT `SIGNAL Q Q 705 SOUTH 9TH STREET Bus (253) 272-4451 SUITE #303 Fox: (253) 272-4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe*l&nsn.com CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-C23 DRAWN: TAS SCALE: 1" = 50' FIELD BOOK: PAGE: CHECKED: BAS APPROVED: SHEET: C-23 OF: 23 DIRECTOR OF PUBLIC WORKS