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HomeMy WebLinkAboutWWP2703372.6REVISIONS: REVISIONS PER CITY OF RENTON COMMENTS, ENM 02-16-07 00 " PORTION CAE THE S.E. 114, S.E. 114. SECTION 4 TOWNSHIP 23 NORTH. RANGE 5 EAST W.M. w W ; , MATCH LI EE SHEEN' a a 0 _ /„� I ti o a o 2: I i 6 Z Q PAD= 4, Z I, Q rL IX I J I� W wW INV.=�- J 427.48 Q >- 0 ---- 0 s Z ACCESS/ p UT 1L. ESMT. W W cr1 P.;7z ST . 2+20 67 (REDMOND AVE) 1 TRACT A Ex-+ 13 d CCES i . ,t MT: C181 : 12 Es ES . .1 W ° Z 1VE 1�1}•� PL ACCESS/ i 24+ 0 1 0 T ESM+T . 110 19 18 0 NE 1 ST (PRIIVA r- 6 5 - 1 1 S A. 1+76.08 (14TH ST) �� f4 `.. l------'- I m W ', � r-----_--------- ----------=--------�---- 1 '� _ 1+32.26_ AVE ��` I -{ ! �_�-- __ izt�-- = Z SSMH#i s I SSMH#2 (REDMOND( ) ------ ------BII---------- TA.T- a (N H z w 0 U z z Oo O z V w 5 (h w LL of O U w CL 10 STA.=0+22.81 4.00 L qi _. NE 14TH ST. (r i W RIM ELEV = 434.86 , STA.=1+31.91 6.99 L, ST 07 „ ----- ---- ----------i -- RIM - EL-EV--431.98.--\- ; BLQWUFF I.E. 6 PVC In S=427.03 I� ( ) I INV.= INV.= INV.- I I.E. ,8"PVC (In) W=424.09, ! W2 3 I.E. 6"PVC (In) N=427.03 I I L�---1-------1_iRAcrw I.E. 8"PVC Out E=426.93 I- - -- --- _ 427.50 I I 426.67 425.76 i I I.E. 8"PVC (Out) N=423.9 a ., 8 I 'c1~ ACCESS/ --- --� , E 3 I I I i I r5A ,,,►� j PAD= 435.5 I I I I; r t� I a ... I I I I r -- 4+';38.93` EDMOND PL) } PAD= 433.5 -STA ! { . 0 .00 (�DMOND AVE) � I ! PAD=435.5 I r l c I KEY MAP I o r \ x SCALE : 1 " = 100' 1 i TRACT D H I ° 436 _ 434 / (OPEN SPACE) i , o _.. - r 5100 I ; c 0 5 10 2q 1 I I Ui 436 tt > O ; '�- =rr,, I i SCALE 1" SCALE: HORIZONTAL 1" = 20 VERTICAL 17 = 5' 445.0- -}-+-+-�-+- -+-} -+--1-+-{-f -+ +- Z + 445.0 -- .................. . . . . ... . . W c�.,... Z .:.... ...:..........:..........:..:.......... .. .. .... .;. .......... ...... ........ ... ... .. .:. ......... ...:..........:......... II ...... _ . . .. ... o ..;... SSMH#.i. I . . ...... . . . . . . .. ............ .......,.. SSMH#2 ...:.:. .. . .. . . o-z . . . . .......... . ._ ....... Q..... o °- .:...STA.=.0+22.81 , 4.00 L ...... :......:......... T S A.=.1.+.31.91..6.99'L ....:.... Z .............. . _ 440.0 + : ........... ... ... .......... .... L(] I a z ? -.......... w RIM ELE�f ................ .....;................. I.E. 6"PVC = 434.86 >............ ........................ (In) S=427.03 ...................... ....................................... .. .. ... RIM ELEV = 431.98 ............... y........ ...... I.E. 8 PVC..(In�...W=424.09.. .... ....................................... o .. <. r;.,�.. ..40.0 cn o ... _ �.:.0.. N m .,...I.E.• 6"PVC .:.. (In) N=42.1.03 , .........:..€....:.:. .: E 8"PVC (0 t) N=42 .99...... .......... _ -....... LE.: 8"PVC (Out) E=4�6.93 .. ...:.. ........ ...... ........ I.06 Z ........_ ... :.......:..:...... FINISHED' GRADE' ........ :.:....... N ( w " .... . i .... _ ' ...... .. EXISTING GRADE .:.... :. N z ,� _ +�+ _ 435.0- :......:................................................._.._...:.........................................................................I........................................................................:..................................................:.......................... _ .� 35.0 /� _ -� _ ��. ............ ! .. ...... I.I... .... _--. Nw� .... . --. . . . . . . ;. .. _ ........ ........ .. - - - - - ........ 4 30 0- _ ............................................:.................................................................. {1.........: _ ......... .. ... ............................................................................... ............................... -430.0 I e a ................... ........ '146LF-8 SS _ . .............. .......... ........ 425. - .................................................................................................................:........................:......:. o ........................:... ........:..- . S 00 194 .... ........... ............................... 25.0 0 ............ .......... .......... €.... 11 0d . !nZ N Nd .......: ........ . .... ....... ........ cpZ. + 4. . .+ Q . . II `......... z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 420.0- .................:................:................................................................................................ 0 Q ..:......................................................... ; . +.Q.. ........... ... .. ....................................... 20. Fes- z > ... EXISTING. CENTERLINE.....:. ELEVATION VER77CAL DATUM VERTICAL DATUM: CITY OF REN TON (NA VD88) BENCHMARK SITE BENCH MARK: A 1-1/2" 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 REN TON #159) ELEV. = 415.95' . . . . . . . . ... . . . . . . . . . . . . . . . . .,. : N �. Z. . . . . . . . . . . ? ... PROPOSED •FINISHED BASIS OF BEARING CENTERLINE .ELEVATl3N BASIS OF BEARINGS IS PLAT OF HIGHPOINTE 415. '-415.0 DI VISION II (A.K.A. GREENFIELD II), VOL. 216 PG. 30 SITE AREA = 98082.67 S.F. OR 2.25 O rn pp r O t� et Q N to V) Q) . � �[? 00 ? O ACRES+/- U-) d d `� r7 `t t� C-4 N (N �j N 0+ 00 0+ 20 0+ 40 0+ 60 0+ 80 1 + 00 1 + 20 1 + 40 1 + 6 0 1 + 80 2+ 00 2+ 20 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL r Date _. BY: r a t e BY: Date 00 co 00 00 00 >�' 0 00 QQ rn � 0 � W c0 0000 0 'n "' � W�Z �+ J q<ok omo LQ Iw10<0w< IL LL U U • ..� r 4, �9 ct •� •� �btJ� Uo • U •� ,C,3 0 I III 00 d' Q J04 X F_ Q D O N T WWn r N V J OL- > °aa0 p W 6_W3N -LIJ.. OzJW W Qoao _a WT- Q 20)U70_ (-PROJECT NO.: 06085 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 10/30/07 NE 14TH ST SANITARY SEWER PLAN AND PROFILE 06085SW01-C17.DWG SHEET 17 OF 28 co :5-337201