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HomeMy WebLinkAboutWWP2703372.1z Q Q w � J Q irO LL � r jo z W I-- W a: m 4 U Z W Q a U. z 00 U z 4 U o: J w J y > 0 Q C9 ]W > 0 Z U 0� Y U N o Ij v a J w J x °- 0_ < �a 0 v r m ?4 F- z w O 0 Z Z 0 0 z w X w LL O 0 w w a- PORTION OF THE S.E. 1/4, S.E. 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. - �- - ---- -,- -..� ;r-- ----r- --- ---ST .2+20.67(REDMOND AVE) MATCH LI EE SHEEN GAB - ` e i r _ t i 432 - Tcic� 1 ° - r t' 1 I _ I • ~ \ \ 1 O42!rRAcr AJ s ! I \ � PAD=432.5 ! I 430 � \ 1 tt a < � �. � � I � C . rG �---------, � O PAD=433.5 I , - I I 4 •. I s Z J PAD=431. j 43ptt : a 1 / I , -a 12AccEss/ ,l INV.= i--------I - --_-- i o. '' Z `a r� ��v 427.48 I I j INV.= i S=0.200 1 1i o 4. ------ I �_ 426.84 , MIN. TYP:)� o 1 �: - IR 4. Z �- 43 432 _T�+o E j9i , ACCESS/ ,'' 8 _ i i , . m � I 17 m r 1 ss r - r W ` ,.. -.. a 2 E _ _ , � I S S= 0.0211 I ' i j 1. 7 , i f I NE S A. 76:08- _ 14TH ST) ' r------ = A. �1�+32.26 (REDMOND A; ) ON --------- ---- - - -----` i 1 i SSMH#7 3.50E \ SSMH#2 7.47E I NE 1411->I ST. 0+22.92 STA.=6+22-&1- - r 1- i --- 1 +32.27 �TA.=i+ai.q 6..99t'c S .07 Q 1 OF �y RIM ELEV = 434.Sfr- 434.68-_-____ . �..,e ° I.E. 6"PVC (In) S-�- 426.71 \ -- INV.= I iil++l-€1=€u-- ..��.-432, 00 ; ' i BL 0 �I ga3 _ArfT A2 I.E. 6"PVC In N=43 426.71 \ INV.= INV.= LE. �8"PVC (In) W=4nH9t 423.55 w2 " ( ) _ - 427.50 1 j 426.67 425.76 1 ! I.E. 8, PVC (Out) N=�'" "t' 423.45 e .o I g„ P• A7R QZ ?_ I.E. 8 PVC {Out). E=�a- 26%6� � i I '--------- i I----�----- � � • � .-- `. • PAD= 435.5 I I 1 ► I I I 1 _. 4+I38:93` EDMOND L) 0 -2_ ..: I I PAD=433.5 _ , =STA. 0 0..CJ ( MOND AVE) PAD=435.5` ! j t \� / ``''� o L---------------+ i L----- I 434 l TRACT J 436 : \ 434 ' l , (OPEN SPACE \ p '1 I' i �� r i �' ft \ \ �� ( I t 25+00 0 5 10 �q I I � - _ � r; i o ��■�I w 436 T, CALE 1'4 = 63 i SCALE: HORIZONTAL F = 20 4 m'`� L- AC------ E 13l2! 1 ; ci-A ..VERTICAL 1° = 5' AS BUILT INFORMATION ADDED BY G EODI M ENSIONS, INC. 445. 45.0 �. ...... w �. ...... :. :. II . o .......:.......:......... 5 SSMIF##.�..... r 3.50L ° . ......:... ssMH#2 .... 7. 47L .z ........ 0 0+22.92 STA.= B . . 0 =. 1+32.27 STA.=-1+3�31. 6r99'b. o 0 + : _ Z _ RIM ELEV. #3�k:8Fr- 434.58 :...................... - I. RIM ELEV - ,431-98r- 432.0 0 U d`. ....... 440. a ... LE. 6 PVC �In) ............... S= 42�$� 426.71 ... _ ..... I.E. 8 PVC: In W-#$9- 423.56 {..)...... • ..•.�.. cn L1. fi"PVC (in) N= 4z' -E 426.71 " it. 8"PVC: {Out N=�i;�:99 423.46 x w ......... Q� V� LL LE.' 8 PVC •(Out) •E= '426.61 .... ; :.i-. . I cc� ..i .......... , ..................... :..FINISHED • CRADE ... ........ , w N ........ i I ; E 5 TING • GRADS • 'h toXI - +J+ 435. ..................................: ........:................... - -` . ................ ....:.................;....................................................... ... ..... ....�n..r.. ..................................................... :........... ;... • 0 ........... ► .......:.. ....... - - - -- . - Q�20�. z a ... i. l.---0.... .... . vjy(11-- - --. --• _ _ _ . . '= . . . ��__-_ }=1. . . . . . . . . . . . . . . . . . . . --____-- n - - - ..I....I-. ... .m.... ...... ....... ._ ... ..ry.. .................................. ......................... h.................................... -430.0 146LF.81 ..... . SS ' . . . . . . I_I . . . . . . . . . . . . . . . . . . . . . . 425. ......................... ..,....................:............::.,.....:......... .............................::.::.:... ...... - .........., .......................:....... S.-a.g1.94,................ ....................a... 0 .................................. ............................... t.. t.. 25.0 • .. �.... . S`= 0.0211 ... ........ ..... ........ ..... ...... . . . . . . . `n •i� ................. _ ... ........ + ¢ f. a �.z ........ ........ ........ ... 420. ................................:......:...................,.............. : : + a ; .0 . : . . . . . . . . . . :. • • . . -. . . . . . ; . ,� y ..Q ....... r . .. EXISTING. CENTERLINE. .. . . . . . .. _. :. c~n z z.. ........ Q .> ...ELEVATION .. ....... ...... ........ ......... ? (n.z ... PROPOSED -FINI-SHED ..... .. ; ......... CENTERLINE -ELEVATION . . 415. 15.0 Q N ^ M M ^ MO N r N 0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 1 +40 1 +60 1 +80 2+00 2+20 J 3312 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 KEY MAP SCALE : 1" = 100' VERTICAL DAMN .VERTICAL DATUM: CITY OF RENTON ( NAVD88) BENCHMARK SITE BENCH MARK: A 1-112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. (CITY OF RENTON #159) ELEV. = 415.95' BASIS OF BEARING BASIS OF BEARINGS IS PLAT OF HIGHPOINTE DIVISION ll (A.K.A. GREENFIELD ll), VOL. 216 PG. 30 SITE AREA = 98082.67 S.F. OR 2.25 ACRES+/- -3720#- RECOMMENDED CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS Date BY: Date BY: Date 5-7 cf) 00 00 >� O W M Q < rn (DI 00 w 00 w U LO w I 00 co~z LnQOWx(om0 to W=0Q0WIL Q U ram\ � � •�wJ Z 0 00 Q 00 00 J04 v Z Q LL Q Z 0' IL III N 004 0 0 OD F- Wrn alrI 00 Q w I-S p � 04 W to 2 � DWQ`' W �JppC7Z J c) 0 LL URo00(L "PROJECT NO.: 12007 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH ST SANITARY SEWER PLAN AND PROFILE 06085SW01-C17.DWG SHEET 17 OF 29 C�. C ay 0 m > r�