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HomeMy WebLinkAboutzS-2924Seti � I PORTION OF THE NE 1/4 OF THE NE 1/4 L - - - - -- -- - - - - -- p - - - SEC- TION�- TOl4NSH -23 NOR ZH, RAIV -GE 5 EASTL W.M. _ _ - -- ----- - - - - -- ___________ - EDMONDS AVENUE NE I CITY 0 RENTOPv,. STA TE OF WASHINGTON - - \N \ ` � \� i \ � 1 +00- EDMONDS AVE NE �I ilk vi W v z \ 16 GV IN I \ 2 +00 \ 3 +00 ' _ ,\ lE 308.62 8" / \ I 5 +�0- EDMONDS Ali NE 1 ` 1 1 �_ S009 23 W 750.00 \ 4 +0o s� (n \1o.00 -PVr ROAD ss �� ss 55 - µ SA W CUT EX CURB,, GUTTER - �— - - - - l - I 1 7 +00 Q & S!D£WALK / $ = -- v 7W321 w —� w _ 1 5 +00 1 - I 7c'0 / w T w w w32a J 1 WV�R BW321 / BW314/ 0 B ^ - w I / 7wJOB 7w306 / , -- - ------- - - - - -- ____-_------------------ - - -- - ------ - ------ -------- - - - - -- --------- __- ____ -_ ___ _ ------- - - - - -- - - -- - ------------ - -- - - - -- -- - -- - -- - -- --- - - - - -- - x319 — 16— —414 --ow- J % - 304 - z — '� juz / 3 I / b _ I / / / 300 � � \ 5� / ,� t: 31 31 — J11 310— _ — / / / 296 R -I / i 31 _ _ / / 3 -- EASEMf 0 310 / _ 'DOUBLE WDE IN T = T 29 01 I i / DOULBLE nklD . . F / SS S7UB 15 / 1 ) I IN 'MA 7/ N I IN U LE E -0O UBC W1D 2 30 9 . 5 DOU "00U D fi11D /DOUB E ENCN I �3 + I 3+ 7pmN 7 0 4 D E 4 38/HAt T/!0 4 +98.00- / I 5- ' / Ss IE 85 5J9I =281 S JEE[t SS 9 7Ef /f 76.53 I ® / JI 30LF F c S SS E !f 27 5 E= 87.00 SAJB LF S =2 = 30Lf 30LF S F LF SS 1UB 30 X, l£= 86.4 2�l = 3. g'2 - S 2X iE 80.1 OLF ' SS S 30LF 1 ! I �. 8Lf N1Df S =2% l =280.3 OY'� 513 + / L IpB so �' 148LF PVC 4.408 rn —/Z- - _- I 298LF 81%1W 1 N / �CDZ�, - - - - -- I I488. - -- 1+00-ss L/ NE -282- — - - - - -- 3+- 15- e'RZ- P +15.75 -5.5X X SSMH -48' 276, 1 +66.75 -9K RT =28749 28 0 / 0 SSMH 48 RIM NEW SSMH 48 27B4O0 If.4' 7a' L 6a8 ' -q1y2' 29 ° X R1M= 295.00 IE= 280.49 -N 27 04.001 E =273.97 -8'P' VC V 0 IE=28700-5 /f =280.39 -5 /E 274.10 \ g R y �1 I — tx cd RIM =283. 9 1 I I IE= 275.09 -24-W I / IE= 276.09 -24 N / o ®93gh ss / ss — /, �k 8 +00 / CjQ 9 +00 EXSSHH - ppNTINUATION I 1 / 09LF'8'PVC ! IE= 27236 / O y S =0.5 / IE =272.46 -NEW NW SD 1E =275.02 -24' 0 y' S 1E- 272.60 -8 Pl'C FH / 2 +8�o ss &W SSMH - / RIM- 285.00' / "y j 1E= 27301 -SE !EsF27J.11 -NW ^� \ / DOUBLE -lL IWA77ON � / TEf IF- ASKS' I 5 ^ \ slue 7, c 27 2924 01 � I WA3,y� Lu '�OM1 Of .� Z 7`70 rCWAL u. mow_, anEro � RECOMMENDED FOR APPROVAL BY DATE -ts'=O/ BY DATE of BY DATE g n BY DATE r BY DATE 9 SCANNED FEB 15 200 ti �F 2' � Z 30l 28l m m N 7 +00 1 +20 36.00' VC I JO DO' w rn [-PV PK STA -6 +60 STA - ; +50 _ PK . 1 o W W A.D. _ -1260) H eesyO EOS7ING 50. LINE Z cn - - - 298LF 8' 211 470 m Cyo =1+ SS �11E RECOMMENDED FOR APPROVAL A.D.= 12.90 n 2 ?_ H K = 281 BY DATE . n 00 -S£ r: STA - 2+20 P BY DATE I£ =27 10 -N n SCALE =175:02 179L HORZ 1 " =2 ' M K- .JJ VERT 1' =1 ' 12' SD PW EL£V = 288.05 N - _ - - - -- --V - -- 2 +8220 1 +1575- 1 -1 +00 S I I `O RIM -285. - g N cOi II b a O m 6 SSMH T N W L;; AD. N K= 12.34 4.05 lE 173.01 Sf If -27246 NEW NW RIM =277. 50. 00, LO PT ELE w - 281.22 1E =273.11 NW y� Y S W 1E =274.0 1E =274.1 -SE -N W YOU D LO PT STA - 5 +01.6J m m 2. m n N O N h N m N N m N N N SO N b N m h N ph N n �ro� W N rMM� 45 N eo N PK STA 5 +19.56 N - - PK ELEV 280.69 n `� -v W A.D. - rbN 17.36 _ + K =2.88 EXIS77 G GROUND LI E - _ PRO SED GRADE INE - _ 748Lf 8`p - - — - - - - - - — - - - - - - - - - - - m g0x - 1 +66.75 SSMH- !?T S_440t RT _— - - - - - _ _ - - - - -1.46 R1M =296.3 IE =287. -S 3 +15- 298LF 810W S= 2. 1X _ I SSMH c -qm old D•=. SCALE RIM =2 7.49 HORZ 1' =. 1E =28 .49 -N WRT 1' =1 SCALE IE =28 .39 -5 HORZ 1 =20' SEE CON NUA7ION 7Hl SHEET VERT 1 =10' m , e N m �q{� ;,� O r� v g' v> h `$ m o �t pp .oii. N pN N p po N m N ry N N N N NN N N N N N N N N NN N N N N N ry N N N� h O N N N N m N m 286 260 m N 7+50 2 +00 2 +40 Z +BU J +ZU J +6U 4 +UU 4t4u Ytou PR/ VA TE ROAD CONTINUATION 0 +00 wwp •�� - :9t�e 190 260 CONTINUATION _160 270 I I 260 O N 6 +00 6 +40 l PRl VA TE ROAD PROPOSED GRADE LINE 0 Q. H eesyO EOS7ING GRAD LINE Z cn - - - 298LF 8' 211 470 m Cyo =1+ SS �11E RECOMMENDED FOR APPROVAL RIM =2 7.00 �S I I BY DATE I£ =17 00 -S£ 7J 97 -8'PVC BY DATE P BY DATE I£ =27 10 -N n SCALE =175:02 179L HORZ 1 " =2 ' VERT 1' =1 ' 12' SD Q�Q N 2 +8220 0 +00 wwp •�� - :9t�e 190 260 CONTINUATION _160 270 I I 260 O N 6 +00 6 +40 l PRl VA TE ROAD 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 �n o, � m N N N N N N N SA Nl TA R Y SEWER O U TFA L L 0 +40 0 +80 1 +20 1 +60 SA Nl TA R Y SEWER 5492402 a a O 290 r 280 d 270 dI 3 +60 LW 0 Q. H eesyO w w a�ay�g �• Z cn O 470 m 0 W EX. GROUND RECOMMENDED FOR APPROVAL EX. GROU �S BY P, DATE /-zsei BYx7, (�w4� DATE 1L I BY DATE SO 1E=271.68-12' SS lE= 7J 97 -8'PVC BY DATE P BY DATE n SD l =175:02 179L 8''lAV S= .5OX f09LF 8:P S -O.SOX 12' SD Q�Q 2 +8220 1 +1575- 1 -1 +00 S .5RT LINE RIM -285. - RIM-282. /E =272' 6 SSMH T E'C' lE 173.01 Sf If -27246 NEW NW RIM =277. 1E =273.11 NW CALL fFOVPf 1E =274.0 1E =274.1 -SE -N YOU D m n N O N h N m N N m N N N SO N b N rrr.�� e6 N h N ph N rah e6 N �ro� W N rMM� 45 N eo N 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 �n o, � m N N N N N N N SA Nl TA R Y SEWER O U TFA L L 0 +40 0 +80 1 +20 1 +60 SA Nl TA R Y SEWER 5492402 a a O 290 r 280 d 270 dI 3 +60 LW 0 Q. H eesyO w w a�ay�g �• Z cn O 470 m 0 W t�mn e x RECOMMENDED FOR APPROVAL �S BY P, DATE /-zsei BYx7, (�w4� DATE 1L BY DATE n BY DATE P BY DATE n T, PORTION OF THE NE 114 OF THE NE 114 y �, ----- S€ CTION- 8-TOMSHI-P- 23AIORTH,—RANNGES EAST, W. M. --------- - - - - -- w Ur ° =11 Cl TY OF REN TON, STA TE OF WASHINGTON — — — — — — — — a EDMONDS AVENUE NE ° N BENCHMARK °+ � - oz �I �, i itiF 1 +DO- EDMONDS A NE W EX CB m : a J GR= 370.67 -00 /E= 308.62 -8" 5 +50- EDMONDS AVE' NE — _�— 3T o SDO 59'23 "W_ 750.00' 4 +00 (�— = 75510.00 -PVT ROAD ss f: ( ; AW CUT EX CURB. GUTiEIi c4' SIDEWALK - - 5 -00 new FH TWJ22 7W320 I 8W321 BW374 BW312 B Twill TW308 Tww _ TW304 0 _ j o B z z ul v ,�. aar^ x379 a 16 x315 374 x314 x373 ?l� 2 302 U2 300 = ° F 31 - e-; , 55 31 31 31 t ; 4w I STA 5 +AF -28 6 5427 F NdOFN A I •_ 1 " SS STUB 54LF'cc Q 1965TH 4 +88- 5527 SS TEE $A�lAC T, I I t - - Ili9STALL EW CURB, 31 . - - -_. - -- �-- - - - - - SS STUB 07 Qc SIDEWALK r S =20$ JE= 8622 1.2 I I �� S 4.3 /E 287. _.m STA � TW314 30 - 5 ; SST 55i 52LT OBW310 3 i s10 2 4 ,s - 6 �- T N N ip ST 1+ 8 -SS 182T TA 2 +03 -SS 6' _ �' S 1E =28 S TEf I - 48 STA +40 -SS, 5'LT STA 2 +70 -SS, ¢'L {3+ -SS 2T I , - A + SSA 30 T ('j �' E IE =28376 S A 3+ 5L 3B LT S 85 SS L STA 4+ 1- 2T S 4+51 S55'LT TA ¢ +8 - 5 T TA 5 +11- 52T c SS 7EE 1E =28 SS E =28 3t S� S5 _ I i BB�SS IEE lE =_2< S f S 5Lf S STUB 5LF SS S,7U 5LF 7EE lE 284.2 SS E EJ 4. SS fEE lE 84 .37, ,gyp TEE X284.9 7E�lE 284.92 TEE I =285. S E 85 f9 1 ; W �1 '•, tc -- W 41 I S= lE 283 74 2 1E= 283.58 _ Z y W - 3 284.18 S =2 =284-4, 384. S 7{ TE= 84 63 - _ _ 5- _ _ 1 ` 2 le 2 S Z l 2 .0 S 2� 1E 18 -2, lE 28 . 7W306 - - - , :L -' I - I Bw3oa - i r_ - Q 8 • - -._ _ __ - - B SS S7UB 5LF r - ' 18 LF 8� 5 -0.4t I �i o . - N 8+40 NE 127H ST. .._ _ _ .F, _. ---- _ -� _____ .__ -._.. - _ - EL= 299.41,, \ , 2' _ -.__ _ - -- - - 3 +00 - -- - 4 +0 iz! - __y r - _ - - � jf{ L 50' ASPHALT ti STA 0 +95, 37.3 RT= S00 59'23 W 488 07' T STA TA 1 +QD -SS x X I STA 5tbZ00 0 "LT C TAPER N EX X SSUH AC PAVING fM =295.68 STA 3 +90.20 -SS= NEW SSWH -54" W /AC WEDGE STA 2 +08.34 -SS= - °w ;E= 28298 - IN X STA 1 +95, 20"17 STA 3 +76.86, 20' LT - Rffifw &oo 0 V I NEW SSMH 48" NEW SSMH -48" ' z- 56 -w-r - z - RIM =19g5� R1M= 292.91 - RiM= 2Qi:'66- RIM =2863 tE 28 66 SI,= g � II 2 --- 6U ->=1E =28351 -OUT - E- 284.53 -94 . RGV -28841 $ -;E- 284"..6'3 -l— 1E= 284.$5 -1N 1f =28548 -OUT / - Hd —lf= 283.61 - IN ! = «58 -fill 320 310 300 zzmw� it 1 IE= 28558 - IN ro� �� N^ h� NN `nm �b by •nom vD c� NN NN Ncv NN NN NN NN NN NN NN RECOMMENDED 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 FOR APPROVAL w SA NI TA R Y SEWER EXTENSION - A L TERNA TE � � cif ��E�F � o BY DATE - "' BY DATE AS —BUIL T" NOTE. 90 1 B Y DATE AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMA77ON SUPPLIED toxaL �� CKAL B Y DATE W wP _ 77 - ?92 ft BY CONTRACTOR. ­ 622 69 E RTES e,22. BY— DATE 7. rem- SCANNED SEP 13 2002 3 � i s z 0 0 z_ x rn 3 Z CL y � W V J W V) Z }. C Q U 0 o n J � m U Z a _ z N Q � rya > C N r N ' I r 4 1 0 Z44' : , - :, lq'Ar ° & -SCANNED SEP 13 2002 R,q%w LL 176 FR I z ' 17 44, M. 00' W PW STA = 6+60 w a- Pti ELEV = 301.62 Q-Z 36.00' VC Pw 57A = 1+50 PW ELEV = 298.41z� '2 AD. = -M20 + ^ 50.00' VC 100 00' W K = 5114 - v z K = 321 N LO PT ELEV = 286.01 N us k J00 + PK STA = 2+20 -.300 PV7 &LEV­ 289J7 I A A A.D. 11,96 9" + -300 Q LO PT STA = 4+79.70 + PW STA' 5+20 4 V - E- 285.45 P LEV - M11.555 Call. K 418 K 4.78 c '0 ca Q�4 A.D. 12.79 PROPOSED GRADE LINE 00 K 782 Q3 % 55% EXISTING GROUND LINE AT T 01 OF ROAD -1.2 t 59WH-46� 7 280 RlAf=296- IJ IE=287.00-5 3+15- RT 2@PA zu zu zu 298LF�81PVC s=2.jj STA 3176�A, T v�� 7-1 - p SSMH-4.§ RIM=287. 20' LIE7 " -10, Z , f IE=280. IE=286. J - NEW ssmq- --iP Rff#f- - ft 00 L,-.,8. 6- 1— SCALE HORZ I M?T 1�-? 's 1E =284.5 i9 -OUT IE=284.6 -IN SEE CONP NUA 770N THIS Slffj Eg N a w) �g -0 I, c4w � 'N' cq 211 11 cP11 N o ch 'o tn 9N 8 g E Q: -0 c14 7+00 1+20 1+60 2+00 2+40 2+80 3 +20 3 +60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 R PRI VA TE ROAD PRI VA TE ROAD W 'it Q SEES)/EET9of17 g -g CONTINUATION �� IE--OR A SBUIL T INFORMATION QV17 PROPOSED GRADE LINE PROPOSED GRADE I EXISTING GRADE LINE 290 SO IE=271.68-12' SS IE=27,3.97-8"Pvc EX GROUND 290 EX GROUND SD 1E=21-aO2-24- ii 280 298LF 8" PVC S=2. F 280 280 �ATION F1 33 280 0 z -1 - -1 - 179LF 8' PVC S=0.50Z 109LF 8'Pic s=a50x 0 1*15 ,bO75�,5-5 ' RT 12" SO S5*H LINE 270 270 SSMH 7)P&EC" L �=1+00 RIM=277.00 2 IE=274.00-SE 1E= 274. 10 -N 1+1575-�5.51RT 55 LINE SSA4H TYPE"C' RIM= 27700 RIV282 964 96 IE=27236 1E =27246 -NEW NW 1: 1: 1: :E 260 260 IE=274.00-SE 1E= 274. 10 -N CALL ffFORE YOU DIG SCALE HORZ 1 " =20" VERT 1--- 70' Q, N c, -1 N, F 1+20 1+60 2+00 2+40 2+80 3+20 54 NI TA R Y SEWER 0J TFA LL 3+60 C) 0+00 0+40 0+80 1+20 1 +60 LL Q- 2& 04 0 Lu SANITARY SE WER z04ft zz y1% Lu Z(n uJ RECOMMENDED 0 H. FOR APPROVAL BY DATE BY DATE CD 47 70 "AS-BUILT' BY DATE N07E• ONAL AS- BUILT" Is BASED ON A ACTUAL FIELD SURVEY JEVI;� 6�,.3 'I I L�� 6, 22,'W TOLIMA BY DATE =J Q: c� BY ENGINEERS AND INFORMA-17ON SUPPLIED - BY CONTRACTOR. BY DATE a- < Z44' : , - :, lq'Ar ° & -SCANNED SEP 13 2002 R,q%w LL 176 FR I z ' 17 44,