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HomeMy WebLinkAboutWWP2703446.8U 0 Z Ln p IL a 8 a W x X Qw Z co � M cV � U o I .- 00 a w 4 1 a o - r=n W �\ O L,J � U n g W 0- Z z -D z L.LjLLJ �oQz z m LLj W 4 Q J�Q OOm3: U z(/)W QC/-) U � Ld m Q z rQ V ! = J U O 2 0 Z -o U Z - W O z II W OU n U Q w~Ow ® Ld z ~ Z 3 � Y w CL Of n n a w a 0 m z 0 V) 11 VERTICAL DATUM CITY OF RENTON, NAVD 88 BECLAN (AKA BECLAN PLACE] • MINOR AMENDMENT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EX. FORCEMAIN FROM MAPLEWOOD ELEM. SCHOOL IS ACTIVE AND TO REMAIN IN SERVICE AT ALL TIMES. FORCEMAIN NOT FIELD LOCATED. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION TO ENSURE IT IS NOT IN CONFLICT WITH PROPOSED STORM CONVEYANCE SYSTEM. %; l, fl r . tE 1 IE 12- C 4.. 41- / 12" S! 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 BENCHMARK 9 L„ I{ o I CB 1�,+ TYPE 1-1- Cljh20, Tl'IP "1 A: 23+42.22, S A: 24+ 03, / 22.07 LT 7.22 LT / - - _ - - - - - - - - ........... -;.....-....-..--.....:................................................ ------------------... - ----- ----- .................. ......... ................ -------------- --------------------- CDJ o --------------- rn ............... ................. O o r-i ........... ----------------. ..........................................---------------- ---------------- --------------- -------------_-- ................ Q', VC = 125.00' i i i ........................:........................:............................. :.. I`7 f � i � • o J = PVI STA 27+07.79 U o 3,0 r1 ............._:....------ ------------------------ _.......... - - - ..............._:.....................-..:.... N .. ---------------- N ------ ..... ........... ............. ........... .. ....... ...... PVI....EL,EV... ..429.82... - ......N -o .I.... - - ...-------- PVI STA = 2 4+10 I I a II w a II M w L19 tr� iri _ - A D 2.09 � K 59.87 o r� N w o U o� z N "I+ - ......................_.. ` Z -....-.......:--.._.............._:. -.....:............... PVf l~LEV = 421.56 - - .._.......... ---....... ------------ . N I(i w + co M = ................................. N o _ .................. k l= 0.17 Y Y ¢¢ u N cii v z�� Q K= 129.10 Q �� Q sires N> I I 0 ....................... - - !................................_. ...------. m - ... - - W ------------ .... .................. ` - oo W QQ W W QQ W I m:10 � _ _- - - MZ N +NO �N �Ci�U �J Z3 i--- _ qa� _---- V/o: ......................:......`------------_``------------------'------....,. to .....;.....................---- to ........._.. ...__..__..... ................-. ...----`------- - '---------- - --- - --- --- --------............................................. 14 --�_ -..... - ..... E ..... .................. C�9C�') ... ...... ...__...-....------- ...--`--------- ------ - ------ - - .... .___....--------------... ------------`-- '--------------- ------......- ----------------' �, EXISTING PROFILE A N + N J > m CENTERLINE OF R.O.W- .................. . `------------ -= r _ w..... m...... .......:........ .. - , , Q.. N a II W u ` :FINISHED PROFILE ® E CPEP SD 1 52% Z J W W :LEFT FLOWLINE 'F 12"0 102 L _nWJ .... .... .. ..._. _......... ...... ...y.-. _. =- o J 5 D ... - ....... - --:..... - ..................... - -I - .. - - - ------------- ---------------------. -------------------------------. ...... .... ................ .................--------------- �. _............................................. --------- -I ............. --------. WS -------- ------------ CB # 21, TYPE 1 C 22 TYPE 1 Q SD STA: 26+68.33, 17.22' LT SOLID LOCKING LID: R11= 428.72STA: 27+70.98, 17.22' LT IE= 424.71 12" 0 IN4300 --I GAS IE- 424.71 12 0 OUT (S) IE� 426.26 (KNOCKOUT ONLY) (N) - Z I I SStrIH #8, TYPE 1 48"0 IE- 426.26 12 0 BUT (S) 23� `LF .39, 5.0 STA: 25+6 LT RIM = 426.26 w/SOLID LOCKING LID 429.38 EXST. LB, TYPE 1 STA: 22+92.39 20.15 LT RIM= 418.9 IE= 417.6 1270IN N CB#20, TYPE 1 IE= 417.4 12"OOUT (S} STA: 24+76.03, 17.22' LT " RIM- 423.50 JERICiO AVENUE NE PROFILE EXISTING GRADE SSMH7, TYPE 1 48 0 _ CB#19, TYPE 1 L = (Ni CENTERLINE: OF R.O.IV STA: 23+28.39, 5.00 LT STA: 23+42.22, ,22.07' LT IE= 419.;59 12"O.OUT(S):S�A�E RIM= 426.1.9-w/SOLID LOCKING LI.D420.39 RIM= 419.70 1" 4' VERT PROPOSED GRADE10 1E= 41530 1270 IN (N) LEFT FLOWLINE IE = 49i.89 800. OUT (W) 411.69 IE= 41530 12"0 OUT (W) . O) O Lo O O i"") GOO r'� O'r .: �' .Vr Ni i.C) �; Cp �: cam: ' : cn Imo: Lo 'c0 .N N N W r'") ND Qp .00 .W7 .OI .sr po .O Off: N Imo; MI .Lo :Cr ,M 'cDO) �; ____...� O �'•� Imo•. O N O) pi . N? N N; O N� N; N! N: Ni N I'7i ,,,-� Ni p,j NI eF 1: �, N; N! N; cLJ cD; Ivi I`i N: N'• Ni N; oa N� a0 rn: �l O of O Ni N�co N: �"-)i Imo: _ O �j Oi O' I`7i I`7i h7! M' ^'7: N� N I'7i r-1 d �: �Y �� �� d� �� d ���CN � d� �� �icY �C14d dI� �t� �I di di d 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 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) CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date SANITARY SEWER PIPE TABLE 436 ® 237 LF 8"0 PVC SDR35 D3034 0 2.49%s 2.61 434 432 430 42e S=34461 1 426 424 SD ASBUILT NOTE: 422 FOR SANITARY SEWER ASBUILT INFORMATION SEE SHEETS C-4 THRU C-8. 420 SS STUB ASBUILT NOTE: 418 SANITARY SEWER SERVICE STUB INVERTS ARE PLACED NEAR THE END OF THE ASBUILT STUB. 416 THE INVERT ELEVATIONS WHERE PROVIDED BY THE CONTRACTOR AND THE LOCATIONS OF THE STUBS WHERE FIELD LOCATED BY SURVEY. 414 412 410 408 M CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 /N/O�/,',I REVISION V ` V 7' BY I APPR. I DATE 160 AWSCL & MI ASSOCIATES, mac + 32223 CM BIAIEERINB A PROJECT MMIAGE�IT cS,ls OIVAL 1945 Se Bus. (253) 226_ 4508 FEDERAL_ -)3 bSChIlE*1WACIYI/.rmt 03•01 • /3 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE JERICHO AVENUE NE DESIGNED: BAS DATE; 03/01/13 FILE NAME: 12183-C16 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-16 OF: 25 DIRECTOR OF PUBLIC WORKS z o tTj 1 r 0 y 1 cro m 'b mm b N b � 1 W CD