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HomeMy WebLinkAboutzS-2889Set0C� 0 00 I SCAMEU JUL 2 7 6U1,11 s DE-SP-SAS C18 ROLL 11 7 3 31 44C 430 420 DATUM ELEV 415.00 0 C' co 8° t a O N8 19'25 "W s' B aoz _ sw (/') \ -I 0 9 N t F�a O p s e x s Z tl t<1 V W 5 Z 1 O t o N (14 + < I N I tt �, m m m O � -� �' 0 0 O D• Q � , t N ? N rn t U> W O w Cn T� �2C I C ) 0 T 1 t 1. I 1 f� r \ I 49.24' 5.00' 55.00' m K z� °- D p Z N 65.70' .p 4, rn -� a, r t-- �{ M p 'Qq OD Cy K ^' ' z o CID N � L. F. -b 9 "L L + g� 1 __�- - - - - -- � -- - - - -- - -- - -- - - - - _N. 5 =i o — --- - - - - -- - .- I L� / L. F. " PV -(D7 — I - - -- - -- -- - -� -- - -- + S =0.49% - -- --±� I+ /V Day - - - -- —m —- ° ++ — __ -- - -- —_ #_ -- o p N m > - - -- - -- I — — — — — — — — — _ — — J y m — — — — — — — — — — O p N) 430-' I � 0 o c_ ;u* Yii I I o D D oI / it i I 1 O No � r� � � f 7� _ �„ `4? ? C37 C I I wwp - 27- 2889 -0 +25 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 Field data provided by: SCALE: f "= 20' HORIZONTAL Cramer Northwest, Inc.o 925 N. Central t = YER?'rCA_L Kent, WA 98031 y PH 253 - 852 -4880 3 +00 3 +50 4 +00 4 +50 ROLL 173 319 AIM ELEV 915.00 5 +00 SCALE: -- . FIELD BOOK: PAGE.' CHECKED: R.E.S. 1 "= 5' V. BY APPR DATE APPROVED:. SHEET: OF: 272901 AJ-3 -57,7;' -A DE- SAS- PP -1A -W r 1 b d d I N 1 N ti Cj 14, M I \/ C r O C'1 - -I ? 4 v W CID 1 1 1 1' 1 ry' 1 1 1 T 1 1 � T 4'„ ■ I 1 I 1 I I I i I I r �15 11 I I I' - - - - - - - - - - - - - - - - - - - - - - ' I i - -y I I I i I I I I � I I I I I PROPERTY LINE FUTURE 6" BUILDING SEWER PIPE •M BUILDING SEWER I i I I I I ? `Vx 4" STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE WORDING WRAPPED ARCUND THE STUD ANDS I I I 6" SIDE SEWER AND BUILDING SEWER EXTENDED TO THE TOP OF THE STUD. I I I o IRON SADDLE �SECURED TO EWER MAN WITH STAINLESS STEELGBANDST S�S I I WHEN CONNECTING NEW SIDE SEWERS' EXISTING MAIN. i� I I VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1 a 72• RCP I FOR ALLOW BL PIPE ccd55 /IE =424.05' I PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 42 I -- — — — — — — — — — — —� - -- ah ,N,o�G 8- — — 0 I BLO CONCRETE P }• A\�. — — — — — — f-. � Z- @ — _ _ _ I � ■ O� . .,.SLOPE — — — — — — — — —� _ 1 ^lll� 0 6" SIDE OUTLET TEE / HORIZONTAL SEWER MAIN LSE �'�� � 6 I CGNCRETE BLOCKING ANGLE WER MAIN 11 - - - - -- - - -t R OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION - 6_WOOD FENCE - _ AT PROPERTY � NOTE: ® q. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER S +�• 1 I LINE OR 3 -5' LOWER THAN THE LvNEST HOUSE ELEVATION, WHICHEVER IS LOWER. .. F7 4' CHAIN U4edViCE 1 I -- - -- -------- - - - - -- ® ■ 1 i 0) X ' I I vi, 1 I I •A W� 1 T I ' W A y� 1 Il�_�f`111 I W L 440 430 420 DATUM ELE'V 415.00 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 'A __ 1, [/lL T Field data provided by: Cramer Northwest, Inc. 925 N. Central Kent, WA 98031 PH 253- 852 -4880 I wwp -a7 :8�q r r N. E. 19th ,S'TREET SCALE: 1 "= 20' HORIZONTAL 1 "= 5' VERTICAL • 173 2�: STANDARD SIDE SERER INSTALLATION REVISION ) BY ' arras c•rnN�AtF i] In 7 1 �,. ,. ut- 5H5 -rr -1 9 -t L1u C �I b " o � N b � N r� >u Ci 0 ♦ / v — / in m M � _ 4h, -46 / I � / iO c 0) v0) N N N O 0) (3) � M cn o M I . /�mcn X ' ~ I h C Z I Iv n1 / / /• I� / L Q0 -------------------- -® ® _ ( - - - - - - - - - - - - I I '• --------- - - - - - - _ _ 2" G i o�- - - +- - ------------ - - -- - EXISTING 97.50 L.F 8" S (DIP CL 50) G �.5't , 7 T1y�++"� / T.. + STING 172.46 L.F. 8" S (DIP CL 50)1- CA - - E - - p _ —_o � -- fT:0041 - - - -- - 00 0 -- -- — -- 5= 0:004 5 ___Q- - EX STIN I 3.55L�.$ "S -- �ti>a 58801 9� S88 °19'25'E 65.70' I -- �� 75.81 ' 71.27' cncn -�_ J oD !TIKE N�0 _ � I � I I r - - -- I NOTE: N) E: N Ifl O p O ` G cc co Z - - -- - - -- - -- — CHANGE ON AUG. 11. 2000 o 1 F bIH HC1 AND THE 8" PVC 41 o 0o a ! °o ' LINE RUNNING INTO IT CA \ � N o iv I iw�° I FRO_VIrTHE SOUTH, WERE N88° STUB s 2% Iry G 1 RE_iI0 L D FROM THE D YVG 4. 19'25 "W –' B S=167° sTA4u +B4 .., ° S88° 19'25'E 6 s= 85.50 j B s =16X s 90 S88° 192 "E 1� E 1 PIS w rue 96. 0 c a 91.10' 6 � t I 11 „ R r c.K u' I _ wjti+Ba A 0+95 LOCKNG Cl rn p J TAI , I A,� -RUIL7 SE DR - -, — y - "Tl t'n .. tr iJl N T1 N . p0,. _t! , C _ c, , rq '•�_ i ,2 �,ax_ Field data provided by: C- Cramer Northwest,.lnc. BB GASKE OAT 440 440 i j/ / / I coP ANC WITH As c -3 + 925 N. Central Kent, WA 98031 S F5 SHAL D R NCI U -P BAR /RIM EL. 433.4 ;� I I PH 253-852-4880 \\ /\ / 7! / %% OF uC Rn;V i / _O) mac_,,: 1 430 1 - - _ - _ _ _ I �•i. I i� CR A�oROVEe EGUA1_ R CKELL 4s AS `D,RECTE 5,62P8890C C0dPACTEE , " °i _ - 2: ;._ SIZE . I ENGINEER. PX,: E I Au.ER S_ :� D. AwvwuN 04 G,LVaNIZED S_ tEL — -- - - - - -- / c CcN - -- - - — - - �- - - -- — - 420 As, J . L ... E i j 411 s5 CONCRETE SHELF 420 III W � RE ST BASE 5 CT'O�i 1) CAST SIAS F 90' BE — :— i 0 D i\ I• " - e -- — 7_ 9r�rc SAE.. �Z _ _P. t.Y i ^R- -- -- - - -EKI 2 4F 8 +� L _ - - - - - - - - R Q V y D \ / \�\ E. 15TING 7x01 .F S ( 5bj _ _ GR AI 4 L s C Is - _- -- _ - _5- 0�4 'L - I' LE 12 76 !E - DATUM ELE'V_ — :DATUM ELEV 3 �,.rc L tlJ N BR ti GRGE PRECAST 410.00 I.E. 411.13E L'E. 412.6 W I.E. 412.66 S ¢jQ QQ 0, RE E G SA_I /ITABb Y iVA XHOL Afff HC I� r7 O L(7 00 N O d' c0 O O O O "A `/ f -t R -IC ES SHAL HAVE r-.E�OR N N c\1 O O O ai DO c9 co c7 co co - N. 'JD .G C, 'A'aN_L,nc. COATED s A, , WITH CONCRETE ENCASED � d � d d d N d N d N N N N N N ; J. OALT. nEG .RET -A E --()A- ;;N� \ Vs C� APPRC ,E EQLJ AL; G SHALL ° ryf; E. 7. \ S. iS / S E_G3 J NTS c r 'N CONFORMANCE 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 ;A O E_ INSiD:- r J L I SHALL BE MA - GP I< CITY OF RENTON -POOTS OR A PROVED EQUAi . DFP_9RTMENT OF PUBLIC WORKS SITE X E. 21 ST. STREET CHANCE ON AUG, 11, 2000 DALFAY ESTATES ibfH HC 1 AND THE 8'" PVC SCALE.' > "= 20' HORIZONTAL SANITARY SEWER PLAN AND PROFILE LIRE R U�1 �I VG INTO IT NE 21 ST STREET F RO l.f '1 HF S'O £; ! II, 11 L RF % "= 5' VERTICAL DESIGNED: R.E.S. DAB; 4/13/00 FILE NAME HC -P4W REMOVF'D FROJI THE D1YG °'. DRA- CAD TEAM 7 ' 4YW AND AMIAVICAL 014 NMINNG SCALE: FIELD BOOK PAGE: CHECKED: R.E.S. 1 °= 5' V. OVAL 13232 I387H ADF. SE, REN7GW, BASH. 98059 (425) 228 -4244 APPROVED: SHEET: OF, FAX (425) 228 -4292 NO. P.EV/SION BY APPR DATE PIRES 2/22/02 DIB WR Or PUBUC WORKS C G v � •c I b N u N CI i \T Ln � 1 u/ 01f I ty 04 I D / (� � 0 �� I ' I� �� _., �5� d n' z f,� S01 °06' 3 "W l Z I I.E. 4 lJr, `l 1 I.E. 422.42 I.E. 422.49 I.E. 423.10 V l �1 I.E. 424.10 I.E. 424.85 / �01*0623"E o 1 IIII ` 76.06' o O�� •WI r- -- 22.x__ ___JrJ_SQ'_ -- _ -- 57.50' i I.E-424.26 Y N 0 57.50' - - - - -g�'- - - - �- i ��p �, (FF 433) 0 I m m CO ',O EL. 421.75 N o30�1 + E 4z1.sa iE JL.5o / 0 1 T � r�L,� '° 11+ 6.5 � d @ I.E. 424.99 I O � (\ I N01-0623"E 1 + O 0 48 L C() 107.57 m � =0j v in ° EL. 421.40 I.E. 425.20 i I I 1 EL 421.73 Q.'- <in S0 > 07 27 YY L 420.89 - 3 a rRn ® II 420.65 n-' y ` I�J a 1(co' ^ o 1 mm iN Q e N N to N ` /�j V�� .�/ M I.E. 42 1.70 m 1e / y� x r. "J I I In 1 - L__ - - Q ; 42 - - - - -- 57-- .50 = - -- - -� '�N 54.50' - &.� -- _ O ° ��jQ 6s `F8 °A x 8 I.E. 425.26 ) //�� 57.50' (FF 433 I 14 1 1 'mil LE. 425.66 I.E. 425.67 \ R =J � !i yp , (FF 433) /� r7 / h V (�% 1 MH HC7 ��` I.E. 425.60 I.E. 425.12 LI.E. 425.21 EL 420.45 oo. `OSa90 C cnnl)fl q. X J / 1 00 1 W/ LOCKING LID - EL 42OA7 80 ,y SF}ED RIM 430.79 y0 4 o a;' / i _ I I ^ o LE. 422.09/%/% � ' Al ti b e - T b 5 0 >x j I E9SEMEN __- o STA. 0 +79 2, � °p 146F 1 lt] I.E 424.85 1 0 1 u w 5.0 W (FF 432) �6 "� FF 43 0 Q 28 �80.92' - I H i �4 (FF 43 ( 2U cv �9 EL 420.12 ' /1O STERL_ _i - , 1 e i C 1 Q � LO (FF 433) z ' w �8 (FF 432) 0) `n om MH HC EL 420.02 00 W/ LO CKI G 1 00 (FF 433) _ _ _ _ - - 1 �J N01-07:2_ C/ 00 ) SCALE- f = M RIM 431. 6 z _ _ - EL .97 -166 L. VC �- 00 62.50' Z 57.50' p I.E. - - - " / 57.50 ' ', .. , _ +2 420.7 S3 _ _ _ M H HC /� S = 1.34% _ - � _ _ - 222.25' / OCKING IS7 0❑ 5.0' i ATn10n1)" 9ry " T r•nn r - - - W LOW POINT ELEV = 430.65 LOW POINT STA = 4+53.64 PIA STA = 4+00 PVI ELEV = 430.50 AA. = 1.10 K = 159.03 175.00' VC - LOW POINT ELEV = 430.35 HIGH POINT ELEV - 431.83 HIGH POINT STA = 2 +13.46 w LOW POINT STA = 0 +31.15 t� PM STA = 0 +25 PM STA = 2 +00 PVI ELEV = 432.27 A.D. _ -2.10 PM ELEV = 430.16 GV A.D. = 3.21 K = 83.43 K = 15.58 175.00' VC 50.00' VC P- 440 w = IM`MA11 ° m m �I� CGRADE T CURB a EXISTING GRADE o N v GRADE 0 CL ROAC GRADE AT CURB m m m -- -- -- - - -- -- -- -/ YET - - _ - -- - -- ----- - - - -- I -- - - -- - - -- - - rT - j 430 - - - -- I - I -I - 420 I ,I I 420 I I � I DATUM ELEV ' 410.00 wwp- ?' -?8$9 • 1 +00 is e �v r>e r r r r �•-, 11 Field data provided by: Cramer Northwest, Inc. 925 N. Central Kent, WA 98031 PH 253 - 852 -4880 2 +00 SCALE: 1 "= 20' HORIZONTAL 1 "= 5' VERTICAL M N -F L0 m O 1 GRADE--, I- R M 430.66 - - - I I.E. 9. I I I I I I i I I I I I l I I � I r I I C i I I i I l I I I I , I t I I I I I 1 I h , r f c a 3 +00 4+00 5 + 00 CITY s +oo OF RENTON DEPALRTMENT OF PUBLIC WORKS DALPAY ESTATES SANITARY SEWER PLAN AND PROFILE s QUEEN AVE. N.E. DESIGNED: R.E.S. DATE: 4/12/00 FILE NAME: HC - -P1N DRAWN: CAD TEAM i17 SCALE: 1'= 20' H. FIELD BOOK PAGE.., Q'NL AND R, FQYMOW ENWNEEF/NG CHECKED: R.E.S. 1 5' V. tAL X3232 IJ97N APE. SE., ROV70 ; NA.9Y. 99059 (42W 228 -4244 2/22/02 FAX (425J 228 -4292 N0. REVISION BY APPR DATE APPROVED: aaectt,.e °F aueuc wowls SHEET, OF: 413,- S <.n %o on scANNED JuI_ 2 7 zooDE- SAS- PP -Q -N C22 LL 17 3 3�2 2, r t7 1 N C fi LOW POINT ELEV = 430.65 LOW POINT STA = 4+53.64 PIA STA = 4+00 PVI ELEV = 430.50 AA. = 1.10 K = 159.03 175.00' VC - N ~ + w IM`MA11 m m �I� CGRADE T CURB M N -F L0 m O 1 GRADE--, I- R M 430.66 - - - I I.E. 9. I I I I I I i I I I I I l I I � I r I I C i I I i I l I I I I , I t I I I I I 1 I h , r f c a 3 +00 4+00 5 + 00 CITY s +oo OF RENTON DEPALRTMENT OF PUBLIC WORKS DALPAY ESTATES SANITARY SEWER PLAN AND PROFILE s QUEEN AVE. N.E. DESIGNED: R.E.S. DATE: 4/12/00 FILE NAME: HC - -P1N DRAWN: CAD TEAM i17 SCALE: 1'= 20' H. FIELD BOOK PAGE.., Q'NL AND R, FQYMOW ENWNEEF/NG CHECKED: R.E.S. 1 5' V. tAL X3232 IJ97N APE. SE., ROV70 ; NA.9Y. 99059 (42W 228 -4244 2/22/02 FAX (425J 228 -4292 N0. REVISION BY APPR DATE APPROVED: aaectt,.e °F aueuc wowls SHEET, OF: 413,- S <.n %o on scANNED JuI_ 2 7 zooDE- SAS- PP -Q -N C22 LL 17 3 3�2 2, r t7 1 N C fi 420 13 C) Z N 76.06' Field data provided by: I.E. 417.40 W Cramer Northwest, Inc. C) cy) 11 410.00 Kent, WA 98031 LO PH 253-852-4880 i (FF 433) 00 (0 CID IV - 10 T II II CO coo r" N01 °06'23 "E 07.57 if il 1 do- 25,20 Lr) TUB s715% I cl rA 0 + 85 EL,417.90 I.E. 425.26 15 00 (FF 433) �0 LO I.E. 423.45 14 i + (FF 433) 0) X,7 LO L SHED < ---- - ------ vJ ' jA As 'ENT 0jLjNF_,- - - - - --T -T 80.92' 0') I LE-A MH HC4 N -j -T- + W/ LOCKING LID RIM 431.64 0) N01 07L27 -r 0 +0 I.E. 417.30 E Rw Ea MH H 16&L.izPVC __L. , I.E. 418.89 N I.E. 417.40 N S 1.34-% STA. - 0+05 (N.E. 19TH ST.) LOCKING FH1 A/ a 5.0' S CL F%IIVI 7 1, 9.54 I.E. 41 C) 6+00 UEEW A VE. X E. STA. 6+82.64 (QUEEN AVE. N.E STA,1 5+23 -1 I"= 5' VERTICAL -j 5.0- W (E 7.0'/W1 Ql� 15' 15' PM STA 6+5).64 1 PIA ELEV = 431.04 44 A.D. 1.79 K - 27.98 50.00' VC CY) N 440 )E GRADE J CUR EXISTING GRADE + + F- GRAE E ®� RO) RIM 431.64 RIM 430.66 LD- 430 420 E AS-BUILT W I.E. 417.20 E Field data provided by: I.E. 417.40 W Cramer Northwest, Inc. DATUM ELEV — 925 N. Central 410.00 Kent, WA 98031 PH 253-852-4880 -L 4 1 do- L.F- 8 P V L 41 ---- - ------ --T -T LE-A I N -T- T -q 5+00 6+00 UEEW A VE. X E. SCALE: I "= 20' HORIZONTAL I"= 5' VERTICAL 420 E AS-BUILT W I.E. 417.20 E Field data provided by: I.E. 417.40 W Cramer Northwest, Inc. DATUM ELEV — 925 N. Central 410.00 Kent, WA 98031 PH 253-852-4880 &E0VA1V1-'4Z EMNAM109 aW A109 ' 25 CNAL 40 IJ2,72 AMMI APE SE., REVIM IPA-QV 98" (4 J 228-4244 FAX (425 F EXPIRES 2/22/02 )228-4292 NC 3 �21 1 L 7 L 3 11' � 31 = OF PENTON DEPARTMENT OF PUBLIC WORKS DALPAY ESTATES SANITARY SEWER PLAN AND PROFILE QUEEN AVE. N.E. DESIGNED: R.E.S. DATE' 4/12/00, FXE NAME.- HC—PlS DRAWN. CAD TEAM SCALE. 1 20' H. RELD BOOK: PAGE.- CHECKED: R.E.S. 1 5' V. I REVISION BY APPR APPROVED: DJR� of W PuC SHEET: OF.. woarrs /3 -I-)OV, SCANNEU JUL 2 7 2001 DE-SAS-PP-Q-S C23 11 MH 24 (EXISTING) SCALE.- -1 ° = z0' � I RIM 425.57 I , ' I.E. 413.80 S (IN) I ; - - - ; , I.E. 413.65 N (OUT) ' L-- __ - - -___ _I _ ' elm -- -426 -------- - - - - -- - -- -1 - -- ------------------- L----- - - - - -- - - -- I I - - - - - - - - - - - - - - - - 1 EL4i3.00 I °+°w °+°w - - . -... -_ -y__/. _/�,. / /� /y __. -..._ .._ -i /7�/ c�H c-v ,^ . . - . - . . �. - - . . I �'^ c,. EL4. . - l NL/ L lJ 45 - + W... _ _ __ -. - -- -- -_.._. -- - -- - -- - -f -W- �� I Y / ; EL 413.5T EXISTING 245.01 L.F. 8" S �/{ry - - - - - - - - - - - �= r� : - - +w -+ - - - -- '� -- + I - - - - - - - - - - - - - - - - - - yr.... - - - EL413.981 a a EL414.00 - ^ �- - aJ°-° 1 / _ - - - - - - - - - - - - - - - - - - - - - - - - - - - '� _ EXISTING 255!72 -L.F. 8- S EL414.30 ¢ a EL.414.3� a - - _ __ -_- -- - 9S_. -- D_5.0_ -- _ _ I - - - - - - -- - _ _ - I _ o - - - -- - _ - - - - -- - - - - -ru - = - - - -- - -- - - - - -- -- -- - - - I o OU373°r' -- ~o moo`.' TTT�' N y EL 41t .61 awn 0 1 - `- F� -GCI _ _.... -. m m m m N 41 ' _ 40.21' _ TI m 52.09' - -- 524 =- - - - - -5 �¢ -- o I3 0 J '` `l -5 53.90' - - ��85 = - -- - -- - 53:85 =' m T - = II I.E. 420.50 I.E. 420.55 Z � I.E. 419.45 I.E. 439.51 - I.E. 422.98 I.E,-,0,2 3.00 ____. -__ _... C 1 - - /+ -. _. 420.30., 28 I.E. 420.35 % I.I. 61 - * 431) w (FF 431) (FF 431) ! (FF;' 434) ' (FF 437) Z£� p� 43 LO N 6 ! o LOW POINT ELEV - 423.96 h LOW POINT STA = 4+23.80 PVI STA = 4+96.36 PM ELEV = 423.90 A.D. = 5.08 K = 29.51 150.00' VC as ' "0 co I -I- CD r I� "L, g -1l GRADE @ ROAD ° � 43 30 RIM 425.82 RIM: 4 i /I 4 TRIM 4 3. RIM 425.64 I I -- - - - RIM 425.40 4 I 420 V�. , - - --I - .. ..- Z -�- -_ - -- -- _ -_ - I I I ! r I (A I - -r- - - - -- ❑XiS N 2 5.'2 F:B; S----- - - -I -� - - - -I° 1414.' IIfrG 4 L - - -- - -- -I° - - - W � I -- - - --- - -':- -I -- - -- I I I I ST01 03 3 , I S- O.�UAD o - -,- �� . 5 �� 410 I /415 - $0 S T I I.E. 415.00 S I.E. 412.76 �� LE. 412.66 S -- _ - -; LE. ,413.5 LE. - Si1dD� I.E. 414.89 NW 0 0 0 I.E. 412.60 W 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3+00 3+50 4+00 4+50 5 +00 V �� RL' �IIMONI� `Q �' N L' ' CITY OF RENTON /g ,cv_ j� j jTj7 ,� SCALE: > "= 20' HORIZONTAL DEPARTMENT of PUBLIC WORKS �j A-3 lj �i11J 1 "= 5' VERTICAL DALPAY ESTATES Field data provided by: SANITARY SEWER PLAN AND PROFILE Cramer Northwest, Inc. a REDMOND AVE. N.E. 925 N. Central H DESIGNED: R.E.S. 4/13/00 RLE NAME: HC -P2N Kent, WA 98031 DRAWN: CAD TEAM OO 1 SCALE: 1 "_. 20' H. FIELD BOOK PAGE: PH 253- 852 - 4880 �cL LYY1L ANO MEGK'ANICAL RMNEEMM9 CHECKED: R.E.S. 1 °= 5' V. ' 1,7232 138711 AYE SE, RENTL#Y, IYA.AY. 98059 (f25J 228 -4244 APPROVED SHEET: OF: : FAX (425J 228 -4292 N0. REV SION BY APPR DATE IXPIRES 2 MRECTOR OF PUBLIC WORKS SCANNED JUL 2 7 2901 r : sy ,; •r,, ©� DE- SAS- PP -R -N C24 ROLL 17 3 32�!4 �I y� ro � • m I(J (lMv i i i i i i i i i i � N e i e � _ e � 5046E 1 " = 2ll' e e � MH 25 I V � RIM 423. I. E. 414.E iI.E. 414.7 424 __ 43 Q 00 (FF 433) ; rn q30I (FF 433) ILOW POINT ELEV = 423.96 LOW POINT STA = 4+23.80 PA STA = 4 +96.36 PM ELEV = 423.90 A.D. = 5.08 K = 29.51 /7 , 4W11V PIA STA = 6 +07.72 PM ELEV = 429.47 A.D. _ -3.00 K = 21.67 + 4 +50 5 +00 5 +50 6 +00 6 +50 RET1 OXV A VE. N. E. SCALE: I"= 20' HORIZONTAL I"= 5' VERTICAL 6110 0.70 W W E �� -1,J�- lilL77 Field data provided by: Cramer Northwest, Inc. 925 N. Central Kent, WA 98031 PH 253 - 852 -4880 f � I o N ro N 00 N I � j � r7 *1428--" I � i i Q H HC5 / LOCKING LID _ -430 - - IM 430.70,. I-F-4a E _ - I. 7 \- I.E -4't1r LE 41E STA. 3 +00 (N.E. 19TH 5.0'S CL STA. 6 +67 (REDMONE 5.0' W q 4 +50 5 +00 5 +50 6 +00 6 +50 RET1 OXV A VE. N. E. SCALE: I"= 20' HORIZONTAL I"= 5' VERTICAL 6110 0.70 W W E �� -1,J�- lilL77 Field data provided by: Cramer Northwest, Inc. 925 N. Central Kent, WA 98031 PH 253 - 852 -4880 f � I o N ro N 00 N I � j t ! V in iTl in m m // I //d N N N 0 O- O i� M N) i o ITT m (n • C) x �� , / x M �� �� z 1 2S - - -® ma----------------------- -- - - - ��-------- - - - - -- 2" G � _ � I �26 1 0' r�7 �r�s�- ____ -- -� - -- - - EXISTING 97.50 L.F 8" S (DIP CL 50) , rn - �S t S 1.' J'. 1 - - - - - - - - - �_------- t•�- ±--- - - - - -- +t'=- E °STING 172.46 L.F.8 "S (DIP CL50y" i - - -- -- ❑ - - o ,� - 5�=0 0(i4t5 - - — - -- -- - - - I - - - - EXISTI_N 3.55 Lk 8" S 00 0 S88 °19'25'E 65.70' I¢1�1 75.81 ' 71.27' I Imp" o-1 M -- I j I x1 �D NAD = r 1�1 T- - - -- O I 7 Z W I i i i � N . .. I I1 I NOTE: F 1 r _ j N N j 9 9 p I �, W W m p I I ;' Ia 1 I L LINE R[T_V TING INTO IT N I I 6 6' STUB S 2 2% W W CIO u I R REMOVED FROM THE D WGS" N88° 19'25 'U S - B STAB +84 N o S88° 19'25'E 6� S +90 s a� r _ 90. 0 m N 91.10' I s s s WE re I p m I I U 0 s I i _a 1 _ C r- 0 m ' r _ N r C-1 V m ' LOCKIN C c- % %��!'� ' 440 4 440 v m ,.L crnAnc ,�I LsTr� c 4 _ + 9 RIM EL. 433.4 Q 430 I - II — III _— - - - - - -- TT - I 420 -� { ---- - -- --1 - - -- - - - - - - - - I I : 7- I , i li I -L i ICI I I I — - — r Ir i I I (STIN�.I G - — — — —y46 — — T —_ T - - — - _i E �'`_ DATUM ELEV - - =I �; - , 410.00 LE. 411.13 E I� r1) O Lo 00 N O d- d" O O N N N O O C 6) h c0 c0 r7 M M M 7 M n N N N N N d r 0+00 0 +50 1 +00 1 +50 2 +00 2 +50 NOTE: N. E. 21ST. STREET CHANGE Oti AUG 11, 2000 1fII IIC 1 AN D THE 8 " I'V(,' SCALE.- I"= 20' HORIZONTAL LINE RL \ACNG LV O II FROM THE SOUTH, WERT � > "= 5' VERTICAL REMOVED FROM THE DWC, -;. wwp- 27 -Bs'o9 Kent, WA 98031 / \` -S SHALL BE 1,11CI DD'ED PH 253 -852 -4880 ` \ _ : ,SORE E �y, _.:v 4. AS DAIM 430 Z FLEXIBLE JOI'v �. l .I C NC4F -. R:E BY PIPE INC.. \X / OR ?PPRCbED ECUpL. I ' E CK .L v. ".H -/\ 890C ccraPAC E D � +a / : T�IEAL\ \� I AS DIRECTED ENGINEER. - j y I MAX -I - cIZE %1 °l vP) . — LAU e SID. NUMINUM r ",.i ry Oa . L A IiZED STEEL MC CNCR 411 5 p Q- LA PCUR1., IN PL.CC - COVCR �T_ �'" SHEC 20 PRE AS BASE 5 ,.ION 9 ^v 5 EIND --'� I OR CAST iN SaELF. j ,- Y'ONU- 651', ;. i% \ FILLET I tee:' MI N. DIP CI-50) -I - -I- -i ( - =5 Bt i.. D_r ORXLD 9a. GAL AJ, .J SAFETY - - R 0 .5 L :N PLAZE BEFORE v: A1vH0_1 SECTIONS I.E 12.76 DATUM ELE'V ' i NT E P; C B1.,..N OF BR2tiFvRCEU PRECAST 412.6•W I.E. 412.66I.E. 412.66 S 410.00 vc F /� SAI'�' 7,4BY MA %�IIf�L vff ffc/ O O O AL OJ'St v t .Ph4 L AL HAVE ',Li INTER'0,4 co cp cp c MUNG CHANNELING, COATED (SEALED) WITH CONCRETE EITCASED N N N Rc .ANE COATING: d d SE O' a OR ?PP4 EQUAL; EXTERIOR DROP CONNECTION _ P:P G SHALL L BE Nn E \ t 9F / GAS<EFC 00-S 'H ,hl CONPORMANCE 3 +00 3 +50 ✓ H H S c M l JUM OF NSIDE BE AC- USI NC GPn CITY OF RENTON D_F.PART"NT OF PUBLIC WORKS DALPAY ESTATES SANITARY SEWER PLAN AND PROFILE NE 21 ST STREET DEsIGNED: R.E.S. DATE-' 4/13/00 FILE NAME., HC -P4W DRAWN: CAD TEAM SCALE: 1 "= 20' H. FlELD BOOK: PAGE: aK ANO.1AF6WAV1CAL ENGYNEER/NC CHECKED: R.E.S. 1 '- 5' V. L 13232 7.i87N ADF SE., REN7*V, /iA-W 98059 (425) 228 -4244 FAX (425) ??� 429? NO. REVISION BY APPR DATE APPROVED: SHEET: OF, 2/22/02 DIRECTOR OF PU9 WORKS ceAnu9FD:l111 2.72001 A r _ iw.AM1 Ii Uu — ^ A — C ro O I � ro .. N W �i Ln Kent, WA 98031 / \` -S SHALL BE 1,11CI DD'ED PH 253 -852 -4880 ` \ _ : ,SORE E �y, _.:v 4. AS DAIM 430 Z FLEXIBLE JOI'v �. l .I C NC4F -. R:E BY PIPE INC.. \X / OR ?PPRCbED ECUpL. I ' E CK .L v. ".H -/\ 890C ccraPAC E D � +a / : T�IEAL\ \� I AS DIRECTED ENGINEER. - j y I MAX -I - cIZE %1 °l vP) . — LAU e SID. NUMINUM r ",.i ry Oa . L A IiZED STEEL MC CNCR 411 5 p Q- LA PCUR1., IN PL.CC - COVCR �T_ �'" SHEC 20 PRE AS BASE 5 ,.ION 9 ^v 5 EIND --'� I OR CAST iN SaELF. j ,- Y'ONU- 651', ;. i% \ FILLET I tee:' MI N. DIP CI-50) -I - -I- -i ( - =5 Bt i.. D_r ORXLD 9a. GAL AJ, .J SAFETY - - R 0 .5 L :N PLAZE BEFORE v: A1vH0_1 SECTIONS I.E 12.76 DATUM ELE'V ' i NT E P; C B1.,..N OF BR2tiFvRCEU PRECAST 412.6•W I.E. 412.66I.E. 412.66 S 410.00 vc F /� SAI'�' 7,4BY MA %�IIf�L vff ffc/ O O O AL OJ'St v t .Ph4 L AL HAVE ',Li INTER'0,4 co cp cp c MUNG CHANNELING, COATED (SEALED) WITH CONCRETE EITCASED N N N Rc .ANE COATING: d d SE O' a OR ?PP4 EQUAL; EXTERIOR DROP CONNECTION _ P:P G SHALL L BE Nn E \ t 9F / GAS<EFC 00-S 'H ,hl CONPORMANCE 3 +00 3 +50 ✓ H H S c M l JUM OF NSIDE BE AC- USI NC GPn CITY OF RENTON D_F.PART"NT OF PUBLIC WORKS DALPAY ESTATES SANITARY SEWER PLAN AND PROFILE NE 21 ST STREET DEsIGNED: R.E.S. DATE-' 4/13/00 FILE NAME., HC -P4W DRAWN: CAD TEAM SCALE: 1 "= 20' H. FlELD BOOK: PAGE: aK ANO.1AF6WAV1CAL ENGYNEER/NC CHECKED: R.E.S. 1 '- 5' V. L 13232 7.i87N ADF SE., REN7*V, /iA-W 98059 (425) 228 -4244 FAX (425) ??� 429? NO. REVISION BY APPR DATE APPROVED: SHEET: OF, 2/22/02 DIRECTOR OF PU9 WORKS ceAnu9FD:l111 2.72001 A r _ iw.AM1 Ii Uu — ^ A — C ro O I � ro .. N W �i Ln