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HomeMy WebLinkAboutTED4003446.190 U 0 0 a d w 0 0 EL x x w U- C4 � U T o O ,�I\ / tD 4 a = 00 d W Z `- cV U w F7 �\ CD 1 L- In QILI J �WZ g�Qz� mwon Q<Jwz Y r CD N �omz z w z g�QQ U LLJ ry cn 1n11 � a aw m m io e W Z cn Q3Q w as ry w n Q w a 0 I m A BECLAN IAKA BECLAN PLACE] -MINOR AMENDMENT �RAF"'° SCALE n .on . A PORTION OF THE NW % OF THE NE Y4 OF SEC. 15, TWP, 23N., RGE, 5E., W.M. IN FEET CITY OF RENTON, KING COUNTY, WASHINGTON ' inch -'°ft. I I _ - �415 #� 4 - - _ j 416 \ pl sI 420 4 4 I ST : 24+76:03, 17.22 LT r, kjph��l �t CB 5 TYPE 2 48"0 1 D E 1 E N T ' 120.04 STA: 6+83.04, 40.62 LT I W 1 4 CELL 1 7 6 4 I �, 3 TRACT IE=395.93 I � 2 `, I CB 5A TYPE 2 48"0 I SEE SHEET C-9 1 �� 2 FF= 414.0 1 F- 416.0 ROW DEDICATION I �� rgvel STA: 23+45.98, 21.40' RT I \ 10 _ - FF= 7.0 FF 419.0 ` FF= 420.0 TO CITY OF RTON I I f SSMH 5A, TYPE 1 48"0 0 20' .CBOP, TYPE 1 FF= 421.0 FF= 422.0 I 1 ,�, I= rt, STA: 23+33.25, 15.00' RT ° 1 TA: 9 85.43, 35. LT I ['' 1 ca I CB 19 TYPE 1-L -' r 10' PRIVATE UTILITIES EASEMENT I I �) RIM- 406.57 w/SOLID LOCKIN D " I RELOCATE EXISTING i:: I i , STA: 13+04.85, 26.38 LT a BECLAN PLA E HOA 1 1 `-'�,� SPEED LIMIT SIGN TO I IF = 396.05 8"0 IN N - - - Ro 413.3�50 413.06 4. �, SPE I - -- - - - - - - s 415 $., 411g:05.....__ BASK OFIDEWALIC\ 411.5 IE = 395.95 8"0 OUT (S) I= - -- ---- ----_-___ SS RD 5 - -- ` - - -- -- _ --- I '' IE `2" CMP - 17.E 1 C 4.4•r;. _ ....... _ ---. - L h IE :�" .��N �• .� 8 �I 7 T W IVN �, f_ IE 11.1 /�_. - - - - - -- - -_ \ - - _ - - - - - _- -- N� _ PLUG NORTH END OF EX. 12"0 - OHP= _...... ..-. ��C _ . "G ��aa = AND Gltiu TR�E� � � CULVERT WITH CONCRETE ; ...._ = - - 12 _ �y - '- -'. - ABANDON IN PLACE. IE 415' - 'V X, SSM.:, -Y. E 1 6U 0 _- E-405.-...-...-... __; _4 oHP - _ so �J `� sp at _ m 41 STA: 22+83, 27 3. 58 I.. _.. W - 11. 3 v:. F E y 4 HP I W I 1�3.3 � c�HF PRIVATE ROOF DRAIN NOTE CB 1 TYPE 2 54 0 - - 4 - _.,. _ - - ,0 RIM= ±406. CONTROL STRUCTURE I C� I CB 6, TYPE 1 ; ` IE 41 4�-?A,r, i; c --1 I e -` 'E�41? ALL PRIVATE STORM DRAINAGE ROOF DRAINAGE CONVEYANCE IE = t395 68 8"0 IN (N) I STA: 7+11.51, 41.47 LT „ Q STA: 9+85.43, 15.22 L CB 7, TYPE 1 I� CB 4 TYPE 2 48 0 _ j STA: 11+67,68, 15.22 LT I \ RN, EL.=419.4 PIPE SHALL BE A 6"0 SDR35 D3034 WHITE PVC PIPE, 'S .4-.1. M; " ' / I I V o " U N { PLACED. N=4:.f �� STA: 8+00.00, 14.22 LT G_' '�.� k:;". u MH TYPE 1 48 ;;� R,M EL_- � � �• I T IF THE SIZE OF THE PIPE IS INSIDE DROP CB 2 TYPE 2 48 0 E 2" CMI~ E=41 9 A A MINIMUM SLOPE OF 0.50%. , 4t' I ' RECHANNEL MANHOLE I STA: 7+06.60, 23.50 LT J SETA: 9+11.55, 5.00 �T `V SSMH 7, TYPE 1 48' 0 IE `2" C NC N 417.5 W I N I E 12' C,ONC MZ 41r INCREASED THE DIAMETER OF THE PIPE WILL BE SHOWN ON THE - FrIM� 41b,i 0 STA: 13+22.20, 12.89' LT IE 12" :ON'- S=41- 4 V PIPE WITHIN THE PLANS. xl EMERGENCY OVERFLOW IE = 405.70 8"0 IN (E)' PLAN VIEW RIM= 420.19 w/SOLID LOCKING LID I ( I l\SDMH RIM EL, t SPILLWAY MATCHES IE = 405.83 6"0 IN (N) 1" = 40' IE = 412.10 8"0 IN (N) i I + � � i� 36" E� 5-= BACK OF SIDEWALK, SEE O - = 405.60 8"0 OUT O IE = 412.00 8"0 OUT (W) N DETAIL 2, SHEET C-10. _ LOT BMP APPLICATION NOTES ....... ..... - co .... 1 o rn r7 1. CONNECTION OF THE INDIVIDUAL SINGLE-FAMILY C1342, TYPE', 2, 48"0 STRUCTURES TO THE PRIVATE DOWNSTREAM DRAINAGE E I I �I + �' o STA: 7+06..60, 23.50' LT ,�; � Z Q 426 _ 426 SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. _ _ _ _.. I �.... _ _ _. - N. �; n `'4<' SOLID LOCKING LID 2. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL h " W I RIM= 49&$§ 408.51 rn o Co II II ¢ w . Z BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY "' a, ¢ `y w IE=!Fl-1�r..1.12"0 11V N ....39.$,7 ...... EACH LOT OWNER. 424 O ( + r .. h sr I � o : cr, LLic �c .......cv rh 424 3. COMPLIANCE WITH THE BMP REQUIREMENT ON THE LOTS I IE ! 398.15 12"0 OUT (S) r > ¢ ¢ +,t; o II II Y Y' W W o: CB 1 T*E 2 54 0 u II ¢ ¢ + WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED W �q m m a N CB 4, TYPE 2, 48 0 ,� ¢ W o` L FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN 4221 CONTf�O STf�UCTURE ........_ ........ ....... � J...... ..._.......................1... m................................................... ... .� ,� _ Q 11 T STA: 8+00.00> 14.22 LT II Cn W W o o x 422 STORM DRAINAGE PIPE TABLE APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL PVI STA = 6+60 STA: 7+11.51, 41.47' LT W ¢ Q N pV ELEV 407.68 RIM=j 419.24 410.31 ' ' d Q Q Q ¢ z II w 1 20 LF 12"0 CPEP @ - ° -9.80% BUILDING PERMIT FOR EACH LOT. SOLID LOCKING LIID ,�, �, ,�, _< O A.D. , -3.30 IE=.... - 1....0...(N.... . _39.9..$1 .............. Of Of o- �, " 420 2 O ...... ......... .................................................................................................................. ........... 0 Rim- "g88.89 4fl8.85 m m ........_. ... -. _ - - 20 © 14 LF 12 0 CPEP @ �% 5.64% I 1 �4 K 42.42 E= 399;98 12"0 iIN (NE) 399.01 IE= '�"'v^ 1(2"0 IN (�N) 399.711 w ice, w LLJ L,� I tLFF12"O CPEP ®-#}% -7.56X " zQ¢Q1 1.77%_IE= 39�81 12"0 OUT S 398.86IE-6 1 0 OUT (NE) 399.71 12"0 C140,00' VC.... : ................... � PEP @ 44+�;� 1 60X 418 �..). .. .�418o I rn +^ LF 12"0 CPEP @ 5:�- 5.48% + 1.63% _ rn °° � ; N 1 - - 1.9TX I �7 182 LF 12"0 CPEP @ '� 1.63% + o 0 ! h � v7 a !:. „ c�i w x W f I - WSx2 LF 12" 0 CPEP I ...... �... 416 ® 138 LF 12 0 CPEP @ - 1.97X NOTE > > I� w _� __-- as 13a On M Cr ... ......................°............................................... c1 .. _ - I ':..................................................... .... ....... WSx2..............................................._ . . FOR A STREET CROSS SECTION VIEW OF 414 ! I = Z I _ _... ...... 14 I 1.6 NE 2ND STREET, SEE SHEET C-14. a� N I 0 o WS 1�"0 CPEP _ tl E.............................SD® .... 0....... 412412 CN 076 CURB RETURN TABLE cc SD STUB ASBUILT NOTE: SD ROOF DRAIN STUB INVERTS ARE PLACED NEAR THE END OF THE ASBUILT STUB. THE INVERT ELEVATIONS WHERE PROVIDED BY THE CONTRACTOR AND THE LOCATIONS OF THE STUBS WHERE FIELD LOCATED BY SURVEY. VERTICAL DATUM CITY OF RENTON, NAVD 88 CURB NO. STATION E ELEV. CURVE DATA 23+55.64 498'1 408.09 R=25.00' A/4 48�.88 407.63 6=89'08'30"' O A/2 -48 �B 407.76 L=38.90' A 3/4 �96 408.03 Tan=24.63' Q�-Q S� i I CB 7' !SSMH 7 TYPE 11 48"0 7+09.82 enwo-za 408.41 ...._... _... ., ...... !............ �.. .. 23+57.27 420.37 TY .......................................................................... . PE 1 404 0.................................................. ....................... ..... STA: 11 +6768, 15:2 LT .. 404 R= 25.00 STA: 1+22 20 T2:89' LT 4 420.07 „ RIM- 446.92 417.0 w 5 d 2 419.61 a=91'09 30 ' 119 ; /SOLIQ LOCKING LID ........ �c XST. SMIH TYPE . 48" CB#6 TYPE 1 RIM= 4 0.19 = �S . ...: !!. n O 402 �� L 39 78 W.� - 12 C 1.6Q I , , L......... tE_ _............... _4 ..... „ , ........................ .......:..,.-...,............., 402 A 3 4 419.17 - 1' PEP SD ®'. r1A: 1;'5'< WT STA. 9+85.4 , 15,22 LT f -#1i�i 12"0 tN (E) 13.fl2 IE = 41:2.10 8 01 IN (N) / Tan-25.5 RIM �.h.,.. RIM= 413-4S 413.85 IE-,��;12 0 OUT (W)413`02 � IE - 4112.00 8"� OUT 12+83.62 418.90 ................... _ _ - ......IE........ ............:...........IE.-... .. 70 I 405.E 0 8 0 IN E $ N ..1`l....41.O.6Q 400 „ - " O - " O l ................. ..................... 400 CB#5, TYPE 2, 48 0 IE - 405.83 6 0 IN (N) IE= +48979 I 0 IN (E) 410.05 A• SCE STA: 6+83.04, 40.62' LT _ " 4 f�.0 8 A` IE 499-70 12"0 OUT (W) 409.95 o,r wash' U 20.. F...12 0 CPEP SD @ -19-@9 4� r f .......... ....... ........... ...•.. ......~................ ................ w ti 398 THRU CURB FRAME AND GRkTE -9.)X L.. ..................... 98 ....... RIM= !498.19- 'i408.16 IE= 397.05 -50 LF 12"0 CPEP SD @ �.404a -7. X 401.61 I E #� 12 0 IN (N) 14 LF 12"0 CPEP SD @-5.64X' I =396-f- 39 .93 ! NE 4ND STRET PROFILE ........... .............. 5 O 39s I............................................................................,........................(.............. ............................,.......................... i TES, PLIrC IE= *1 49 12' 0 OUT (E)401.6i " - 396 \y/ SCALE 1 - 40 HORZ 32223 1" = 4' VERT tsr 1 CIML 01OJEEAINA A PROJECT SM111EMIERT ............... .......... .........i....... ... .... _ ........ ............................. .......:.. S'I I �..................... ................L...... ..... ..... _ ........ _. ($lAL 1945 S 375TH STREET Bus. (75J) 226-45Q8 CD 1 r7 � T O h N O h 00 O Q7 CD M O h 00 LC� O) CO M CD I'7 O ! 00 ,... .. ... ... ...:. _ bsch*wA195AdW.net h N p O) h I[J r� r7 h ►� O ; CX) CD d N N O 00 (Mir- ! r7 I� O� FEDERAL WAY, WA 98003 �I '; ';00 u71N 1 Ti cD N h�� �.,00 �;� h � OIh M,N h',� � :w fir'") ap,Q� o � �..rn � h 0�,. m OJ•OL CD CD I� 1 ^ CO t\ DD 00 Q) CIO C7) Qi CA Qi O ! O O i _ CV CV N ! CV N r7 r7 r7 4 i �' ' <t L0 II. � ' l!'i _�' Uri � '., Uri (D i Ctj � CD h l CO I\ '� � � ' ^ 06, h _� 00 �_ '� � CT 00 D7 � Qj O I � C' � 13 I O;O ono O CD O+O O!O O O'O 0 T a0 a0 oI� �Y'd�....... flit..... .. ..� 6+•00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 CITY O F RENTON CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSEC11ON OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) 160 CHECKED CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 1-800-424-5555 BECLAN STORM (AKA DRAINAGE NE 2ND BECLAN PLACE) PLAN AND PROFILE STREET DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C6H 2Q CURB RETURN 2 3/4 DELTA ELEVATION BAS BAS 10/05/12 DRAWN: TAS SCALE: 1" = 40' FIELD BOOK: PAGE: iQ HOQUTAM PROFILE REVISION BAS BAS 09/12/12 CHECKED: BAS NO. REVISION BY APPR, DATE APPROVED: DIRECTOR OF PUBLIC WORKS SHEET: C-6H OF: 25 C? , - 3 4-� 0 tpn Yn a 1 zz m �o w° > O °y a 4