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HomeMy WebLinkAboutzS-2312Set\ &R,0. FTI�N OF THE S.W. QUARTER; OF SECTION 10, TOWNSHIP 23 NORTH, I ol O 7 1%PnVFMF'NT PI ANC H/C a 1\ o a 1 t BLDG. RIM =# \ rl t INV.7:4 412 \ r NI - - - - _ _ BLDG B� LDG. C.AR 07.68 I- 8V 4 RIM-401.90 'NV 409 5� 0 I �R of - REC. I P I I C16 C17 , \\ IN a s \ \\ 41 / / _ I I I t r ' I FF -413.0 i\T �5 r J / I I I I I I ww�• :� -1i /2 REVISIONS :REVISED PER SITE PLAN CHANGES REVISED AND CITY OF RENTON REDLINES FIRE SPRINKLER VAULT 11 -13 -96 LEL CHANGES 1 -07 -97 LEL 4 � x t ¢ I d 8p CLEAN T' \ �� / /' // / /RIM- 4150 SEE SHEET C16 AUNTS & CITY OFERENTONS COMMENTS & CITY OFERENTONS COMMENTS METER DTO WATER BLDG. 3 0 �A I. I.C.. N� C H -� N C.1 LJC SJ Ca N N C.. o r DJW AND REDLINES 06 -11-97 DJW AND REDLINES 06 -25-97 DJW 07-11 -97 DJW u� I I rlf If w w w ri) 3 uj G� LuVJ IL � N a W� JZ �QW L Z4^ 0 <U- LU pw 96 -74 PROJECT NO DGS DRAWN BY 05 -09 -96 ISSUE DATE 07 -11 -97 SHEET REVISION CIVIL ENGINES °IN G H r^ PLANNING CONSULTANTS I li. t ��1d kr V 1 I SHi fy 5.23' RT. p y 390 65 } 9 18612 v6 /STERi���i NA L DVIRESr MAY 6, 1999 H/C a 1\ o a 1 t BLDG. RIM =# \ rl t INV.7:4 412 \ r NI - - - - _ _ BLDG B� LDG. C.AR 07.68 I- 8V 4 RIM-401.90 'NV 409 5� 0 I �R of - REC. I P I I C16 C17 , \\ IN a s \ \\ 41 / / _ I I I t r ' I FF -413.0 i\T �5 r J / I I I I I I ww�• :� -1i /2 REVISIONS :REVISED PER SITE PLAN CHANGES REVISED AND CITY OF RENTON REDLINES FIRE SPRINKLER VAULT 11 -13 -96 LEL CHANGES 1 -07 -97 LEL 4 � x t ¢ I d 8p CLEAN T' \ �� / /' // / /RIM- 4150 SEE SHEET C16 AUNTS & CITY OFERENTONS COMMENTS & CITY OFERENTONS COMMENTS METER DTO WATER BLDG. 3 0 �A I. I.C.. N� C H -� N C.1 LJC SJ Ca N N C.. o r DJW AND REDLINES 06 -11-97 DJW AND REDLINES 06 -25-97 DJW 07-11 -97 DJW u� I I rlf If w w w ri) 3 uj G� LuVJ IL � N a W� JZ �QW L Z4^ 0 <U- LU pw 96 -74 PROJECT NO DGS DRAWN BY 05 -09 -96 ISSUE DATE 07 -11 -97 SHEET REVISION CIVIL ENGINES °IN G H r^ PLANNING CONSULTANTS I li. t ��1d kr V 1 I ENT" - SSMw �4 (48 N � ° �) R E LKEY MAP NOTE FANS £ N F F A 1�I71«�H4�'t1aF�MA?1A._ ..... - _ .� ���... _ -�� i A ..... . ........ _ _ MM U ° x17+ __.:..:•" .,. _ _ ;r,.,. _ °._ °_, _ - . ,.:: F S7 � �, . :........... .. ......... .... F.- ,.._,. -- -. _...._. _.F �... . _. - _,. ».,_- _... -.. _. -. .. .: :., ;. - -.•x - :_-- , -_... - ._ -___- - -_ __ - - sz.:_ .a. .gym s \ ,. I : m a ..... .. ,..:. .. ,.: .... -ter• .. -- .., - T e 0.52 MAY 6, - - x.. .» .. -... _.__, _ ' F.%PIRES:.. 1999 r - 1=., s...:. - _-"'•' _ -..i _. _ Lr Ld Z- ...:_ : --.. _ 412 410 < 4,4 0 412 _ � 410 � 2' J - = _ e _ 214.56` < d. .'i - 414 416 \ 414 // // ! C1V �� \1 3 _ _ __ _ II < W _ ��\ R A ;x}132 416 ; - -- - - -� - -- '� LL_ _ _ Z w ?� INV. =404. 9 - -� D D -- -- D D L / / ' 406 \ 408 OUT =40 19 i \75 I / a J � N z J.: �\ � \ 410 412 ' _.. _ 4< 1 I \\ I � / / I Z Z �J W \ \ T i'/ FF= 15.0 \ 7` N.W. PROPERTY CORNER Q / / ��\ \ 1 r ! /� \ BLDG CO.- _ _ g ° �� I 30.00' I: STA. 21 +56.52, 44' RT. U < \ > . a k V p . p i ii \\ RI I l BUILDING M (DUVALL AVENUE N.E.) s \\ INV =41100 , 11� SETBACK W Q I NOTE : a t I °_ - ALL SANITARY SEWER LINES GREATER 3 S. e�, - - _ - N ILL - .. - F E 3 n a \1 3 BE EITHER DUCTILE LL k qr m I THAN DEPTH IN LL W I 1 M IRON OR C900. DEPTH r GAR ENT. _•' GAR ENT.: _ 1 0. I F Z - SSMH #1 (48 "0) I, - _ STA. 1+35 rn _ F e.. •' 10 to m RIM= 413;0 r V. 8" iN= 406.09 INV. 8''OUT =405.99 d� LL_ -'E T �� r'J - 4r4 18LF 8" P C SS m 3 1 _ S 0.0 50 o SSMH #20, (48"0) ° . 412 2 "r STA. 1+53 O 411- 415 ' 1 1�' - _ -_° ii, _. - -- - -_- - -- _ - - RIM= 413.0 _ 412 418 II j INV. 8" OUT= 406.18 a m' E' off: /... _f C in g , `c� _:: • d> / ? — N 00 W BLDG. 42200­' H/C �s .",, , (mot, fl • � `_ I4 F a,r ° Iai, : , - : _- :- i I oa • a t 1 k IR3�IM o- -c. E3.o0 AR. - -=- 41 5 SCAL E 1'-20' 2.0 b a z m �$ V71 EERU.< =41.Q ROD' (P S J S`, ENL _ i , _ TER, VAI r- r - _ - - -- C V) i .;. .r 1 1 11 BLDG., C.O. - _ `� 0 t N' S7, RIM =421:50 _ R2 Q W q 1 -'t 411 412 P a, -- GRAPHIC SCALE tl o o INV. =�2 2 - �. ': 1;, _ 409 _:: •:_• .. . � � k ',I - _ \ E E 'v ____2O 0 10 zo ao J � _ N w 4 S NSVI M. H $ " # 1O3 ) U m ) E STA. 4+37 F' a � W WW W ^ w v) \ 423 IN FEET 423 1 inch = 20 f. WN INV. 8" IN =412.77 4 2 - 4� 0 3LF S. S s =o.26. 3 BENCHMARK D PUNCHED ALUMINUM DISC, p x CENTERLINE DUVAL AVE. (138TH AVE. N.E.) a AT p I. WEST OF THE N.W. CORNER OF THIS SITE _ 0 4 o o 'o ii i i„, I,� � t a � 9a a E ,' _ � - i �+ •°\ � . . _ ° _. e.° . 3 � I - c \ \ ,\ : � .. ^\ 1 \ \ _ ELEV. 411.90 uj 6 > & BENCH MA CONVERSION: z 4 427 ALUMINUM DISK= 415.53 NAVD 1988. < EQUATION FROM CITY CONTROL POINT A 28� ✓~ `-'_ ': \ � #1851 -3 1/2" BRASS DISK AT THE ro SVC. Q N INTERSECTION OF NE 4th AND 140th 0.223 \\ \ AVE. NE. VERTICAL DATUM 96 -74 m a •, p ` P' S 42 _ / - CITY OF 'RENTON 424 - - -. ji. r -_ O PROJECT NO. G M ; \ N HORIZONTAL DATUM: rtN' l' \ RENTON SURVEY CONTROL NETWORK. CONTROL DGS - ---- POINTS 1849 AND 1848. DRAWN BY I ( / j RI41:1.90 D- ..' .w. _ jilts. 425.501 -.., : ( �, 1 f G,qR / _ _ i �,/ v; ENT 05 -09 -96 IN 409.50 r /INV. 22:5Q I �s ' r_ - �I / 4 g0 ! 3 \! �?�' - !6 sa� - - \'_ _ 'o-: '- �, _ .,_.,. 1 N S23102 ISSUE DATE _ o _ kY Kati "' 2 S 427 - 6 -11 -97 Z i' -- -- FF =413. i C __'.. // I jh J _ °Q ;.':e '>H' y -�-',. •„_: _ v �,,,.' `o :Ln . fir. SHEET REVISION \ `y • #fir qr.,. /_ _ OF3 -430 ..___. ...... 6 7 r / ice__... .__. -..•., ._.!� cP x. .% ' � -- / STA dw96 h2 X! _...- ./ INV. B °�� I V. 8 X28 ::�" Tom' m '-. d- _.`..,�...: ..�.. _... _ .'�.� .. -'� s� � \ / �.- .�IIc::- 1111a......�. 'r'r..:: � / SEE SHEET C17 Z o a � v.a,. . � Ck�IL -ENGINEERING -AND REVISIONS : REVISED'. PER SITE PLAN CHANGES & CITY REVISED PER SIDE SEWER & FIRE SPRINKLER REVISED PER CLIENTS REQUEST & REVISED PER CITY OF RENTONS 0 I� OF RENTON REDLINES 11 -13 -96 LEL VAULT CHANGES 1 -07 -97 LEL CITY OF RENTONS COMMENTS AND COMMENTS AND REDLINES 0 P� _.,•- :; �' ° LANN N: CONSULTANTS REDLINES 05-16 -97 DJW 06 -11 -97 DJW' '' f=1C NGIN''EERiN� �E ,� r .:. JIE luFla?�t4(li�i_lr.Llsif�SLsud._ ,•,.,....- I : '� I� i I II ._ I ' I I ' IF � + }, �'.' }'x Ml { '. -.,' I ,� �V - � _ ;, -.:., . ®9�1t .:. I , t B CII �{ k �'„ • �. P° 4 r. Tlff iCs Cn z Ld CL Q a Ld I— W U C/) LL I IY x 0 IJ_ U ii rev �� W LLJ Ln ry ry Z Q V) ao y o or f/1 � y�c z o•� 00 3Q z Ew c ry � o aE �E loG ll I g '2 *5 7 o .o 9 in z 0 SEE SHEET C14 1 � / z 1 \ II 41\0 ' � i I I I I NOTE ALL SANITARY SEWER LINES GREATER THAN 15' IN DEPTH OR LESS THAN 4' 1 I IN DEPTH SHALL BE EITHER DUCTILE IRON OR C900. / 410 ' / / ' BLDG SETBAC SCALES 1' -20' oRAPHIc scALE 420 ' 20 D 10 20 _40 /r 30' DEDICATION ( IN FEET) 1 inch = 20 ft. V W W ZONA L1 EMRE&- MAY 6. 1999 Q a W oj Q V �g Q 3 W 's U� U N a wadi J Zia, n 4M w W 0 I 96 -74 PROJECT NO. nrrc 0) I M a O m M f0 0 z O S a 00 ro 00 0) 9 Ld to 0 0 M W 5 In Of `1 n. of 0 0 z a 0 BENCHMARK — _� / / 4 5 i _ 3 �2 / 2 3 438 PUNCHED ALUMINUM DISC, /' /' / 428 430 ' /O6BUILDING 440 _ 442- -- 05 -09 -96 ��� CENTERLINE DU VAL AVE. (138TH AVE. N / / / / 432 434 / 436 438 / SETBACK 438 / / ISSUE DATE AT p.i. WEST OF THE N.W. CORNER OF IS /9(TE. / / 438/ 440 440 440 / i ELEV.= 411.90 / _ _ _ _ ' 6 -11 -97 _ _ BENCH MARK CONVERSION: ' /' ALUMINUM DISK= 415.53 NAVD 1988. ; � 440 � N 00' 08' S7" E / 807.34' ! SHEET REVISION EQUATION FROM CITY CONTROL POINT 430 4k P..' f #1851 -3 1/2" BRASS DISK AT THE INTERSECTION OF NE 4th AND 140th CITY OF RENTON AVE. NE. CONTROL x/1848 (N) 182,298.11 (feet) (E) 1,313,984.70 i9% S ������ VERTICAL DATUM: CITY OF RENTON (N) 55564.576 (meters)w (E) 400503.340 C19 HORIZONTAL DATUM „,,.. •• ,,,.,. RENTON SURVEY CONTROL NETWORK. CONTROL POINTS 1849 AND 1848. ""”' 'jq'::t: PLC ( _ I F I c E N G I N'E E I N I � DESIGN INC o_ CIVIL ENGINEERING AND REVISIONS E SEWER & FIRE REVISED CITY OF TONS SA OF RENTON ENTON RED NESS 11-113 -96 LEL VAULT CHANGES - 07P97KLER CITY RENTONS COMMENTS D REDLI ES O DJW 06 -11 -97 DJW r'"'\v �VV/ ■ �/\ . PLANNING CONSULTANTS REDLINES 05 -16 -97 C`o, S- z31.20.3 v7 i d Z 424 �� c rd1 �' ! �b x/1851 -3 1/2" BRASS DISK AT THE a, v v80[lT2580 0': 3 / m E - -- INTERSECTION OF NE 4th AND 140th U) Q A. 426 ^ - - i v f 4 / �re r.43� W N / f� - - v� \ = _ 3 /_ INV 8425 45 437 _ AVE. NE. 4 '' / :- ' 440 429 / = s B c�� \ 6- OUT I , , ��43a a VERTICAL DATUM _ - - _ ! __ / / . 422.50 2 �4ti 428.03 RIM 0 ' _ IN _ CITY OF RENTON I _ ' -OUT -428 V.: $4.33 --►- 00 ' BLDG / \ �`' ` 440 \ HORIZONTAL DATUM: INV. =425.0 / , \ _ 2 - RENTON SURVEY CONTROL NETWORK. CONTROL i i - INV.�4250 6' CLEANOUT Q '�2 I POINTS 1849 AND 1848. o i j.. RIM INV. 42Y.f2 2 / T� l , 4 X38 - 440 �� �' y 444 f - - _ - _ 2 440 442 � rn o / z 8E ,sTENT =4zas ' ✓ 15/& s „ — o o �__ — D -- —_ KEY MAP T 1 O INV_ 00 / / - -- N LLLLLL... a , - 19, a'° • I / / / .0 INV. -43 .50 0 I� ' o W u / a E i / / n / �i I I i- co I C14 C15 o6 F ' ' ' / . 4 4 4_: r 4 450 1-1 o w , / f n3 I / 13 10 / / 440 _ I _ r _ i — _) l i ' C16 - - Sa U / ' '{ G ENT f^ •� I GAR, T. -� '< 0 0 I r i f F.. ST ENT:430:5 1 / i ` 434 436 438 ' L N 00 OB 57 A // �J B r J�� ,' 23.00' II :� . , =4.5 eN / / ° I .c 435.13 NOTE ALL SANITARY SEWER LINES GREATER 432 -. - � r• THAN 15' IN DEPTH OR LESS THAN 4' W X34 I= AppwvA_L I / IR)W-OR -C SHALL 900 EITHER DUCTILE c I; 436, PVCC� - - am - -�- e g a v e _ d gg GAR. EN . 446.0 GAR. EN X446.0 / a g W -} BUILDING C 0. / o a W F J f C / M' B l 43 Ht 1 +5l r I NV =442.5 0 vroi— IN /. i. 0 w Z 0 m 3 J V) 0 0 M FW-- UQl W Y Q o_ G! 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"�► - ?7�2! /j .............. .. .. .................. .. .. ...... . ... ........... .. . .................... 6 ±00 - ......................... ....................... .............. .............................. . 7 +00 ...... .. . . .... ................. . ........ . ....... . . .. 8 +00 9 +00 ............ . . .... . .................. . . . ....... ..... . ....................... ........................ .................. ................ -M 10 +00 11 +00 REVISIONS: REVISED PER SITE I PLAN CHANGES'ANR;ACITY•� REVISED PER SIDE SEWER REVISIONS REVISED PER CLIENTS REQUEST AND CITY OF RENTONS j o PACIFIC E IVGINEE1NG ENGI%�EFiiNG AND C�ESiGN I INC. RENTON REDUNES 11 -13 96 LEl' 1 -07 -97 LEL COMMENTS AND REDLINES 05 -16 -97 DJW O OCIVIL 1--AN NIN G CONSULTANTS VU N All Al VU N CK Ld }ry7�T b) v E 1 Li 0 uo o� L Z `E 0 3 °a U �� dW F- Z LL Ld U VIg a� `s a. 0 11 �� O N STA. 19419" 130' RT. EX S51AH > -12 "x16 `" REDUCER (M fxFL j STA 73122 1 -i6 "x16" TEE (FLxMJ) RM-f = 39701 1 -16" BUTTERFL Y VAL VE (M✓XM () E..I 1rV'1. 12" (1N) 384 46 INSTALLED IN 4'- 8'x6 =8" 1NTAKE INV 12° (OUT) 38434 CONC. VAULT PER C. OR. 19 , PCEC P INV. 8° (AVE) 38465 STD. DTL. 5092 INV = 39305 4 -16" &LINO FLANGE$ W /2" / STA. 13432, 330' LT TAPS IN 2 TOP FLANGES EX CS TYPE 54" 1 -16" 17 -1/4" BENG (MJxM:;I 3 -16" DL SPOOLS, AS REOD SOLID ROUND LOCKING LID I i ���¢ i ►""1 I I Iit �° I 1 CONC. BLOCKIA(G 7-7-" ADAFTOR (FLxMJ) ,2492.5, STA. I jj i R,'1v1 = 396.35 CONC. BLOCKING [ ' I v �!f di�j1 -( / STA. ?3472, 330'LT INV 18" 391.78 �I[i� j '!� �� 1112{'OIJG 1 -16" 11 -1/4" BEND (M✓xM✓) INV. 24" 391.28 I I!I^ I'"� L COXC BLOCKING �t-11 r SHACKLE W/ FOUR EX C5 TYPE 1I 54'" i !�" 135.3LF 18" CGN 3/4' STEEL TE RODS STA. 12465, 3125' L T' (C7R CRT) 30 08' L T (CTR STR) i 14 I 3 STA. ;3176, 25.0-LT RIM = 396.34 G 11/N 1 a �Nt 1 -16" CAP (MJ) W/ EXISTING F.N INV 18" 39370 [�]n 11, 558LF SOUTH t f R+ I ^- \ 2" &LOW -OFF ASS'Y GONC BLOCKING f /I/ 4 51 \ SHACKLE TO BENG W/ - - — FOUR 314' S,7Z]fL TIE RODS ZZLFEX. -- -- -- j 16'" WIR 1F 10LF -I W 92L TX. 75" N-ITR (W2213) - - - - - - - STA. 13-�-035, 74.0` LT. 1 -16" BU�RFL Y VAL VE'M rJ) _ DUVALL AVE. N. E. INSTALLED IN 4 -9'X6 8' CO,NC. VA 11Z T, j9 R C O R. G ; I k� i STA. 0+00.00 (N ® STA. 1316.27 TH AsVTE ) NE) Q SD OETAL 9092 01 �� fig, yob' INV. (s- IN [N, sD = 384.97 NEW PAVEMENT. (SEE DETAIL INV. (a' OUT ESWI) = 384.87 SHEET C28A) A 0- rL0) r- STA. 141-75, 25'4T STA. 15 +50, 24' RT. r 1- 16°X10" TEE (FLxFL) SSMH #1A, (TYPE II -480) 1 -70" GA T£ VAL VE (FLxMJ) RIM= 398.50(±) 7 -10" PLUG INV. (8" iN [N]) = 386.09 Q 11 CGNC BLOCKING INV. (8" OUT [S]) = 385.99 Z Z -- -� -�- -- 0 Z ., 480LF EX 16" WTR (W2213) ® �� a OWN RIGHT 3 to 00 O — 0 I-_- - -- - - - - - -- _- 394:- - STA. 73403,137 0' RT. I 707.8LF 18' CGNC. N 00'0119° f - - • 235 93 A = 07' 00' 00° R = 1 STA 12465 7 -75'" CAP W /2" TAP I Z. 10.00' EX GB (TYPE IT 48'x) 7 -2" BL OWOFF ASS'Y p RIM - 396 55f PER C. O P.. SP 8704 I STA. 13+44.97, 19 /� INV 79° (N) - 394.38 CGNC. BLOCKING 144' RT., SOUTH It ' 18° CPEP m '� 2' DEDICATION A INV 78' (W) = 394.08 SHACKLE CAP TO DEADMAN i IE 39485 b N _` �.s.� -•- °e -' W/ FOUR 314" I INV 8° = 3,34.98 -�-- C_- 1 Im[']`p C4 WEE-1 LAND � ' � ' STEEL nE RODS I (i ;.. . W WI j 1 a ..... ............................... ....... .............._. - - -- - - - - - -- .. . ...:. .. .. ........ - - - – — ... ....__._....._ ................. ._.._... - ... ........... ...:.. r--a +.z� o_ _I a I— , �^a : N _. .: F _. ...... - — s w , a= gym' ........... ................ : :. .: .. . ; . ; , , . I ` � ;a, » a►M. EX::GRADE A7 . PAVEMENT AS- EX. OF . GRADE 2 N. to K !' II (TYP - :- " -- ...... .:..:....... ..................:............ ......................... trryp0 4Ei0' , : i i IS"' ST r - -- - I ; __.. _ . __...... .. .. .... ......... — ....._... - — -- — Lt — — _ — _ e _.: . __...... .....: - -_... ...._ -- — — .. �' EX. 16 ..............:...... ...... ........ ....._ ........ .._... - _ 18 ST e3wa n — WA .....: ...... . 5 .:. S =.0.0050 0.02511 1 55LV 8 P. d20 rl 3� ..:........ ...:...................._..... ............ ........_ 4�- INV; (8° IN [ND 186.09. � ; ; , , . B' PVC 9° IN [N: s]) 384.97 INV; (e" our [sll =:385.99. S - -! EX. SSMH:...: .. ... 11" 20 ( STA.1:3 +22: TSPE:II:48 "0 i '� .......................... .... ............. CiBO INV .:(O- [sW71 = 3B4 82 �,q��. N ...... . .................. ... :.:.........._......_....... - - -- - .............................. _....... :.............W. ..:_...:...:.. ........ .. ............ RIM .= 393. Q1 INV. t:Z ". (1N ) .. 384.46 [NV_ 12 .(OUT) 384.34 j �23120 1 INV. � B (N E) :384.65; -:s . . 7 . .... ........... 1 13-f00 '� 00: 15 +00 ............................ 16 00 I– Z Wec C rQ Q W Ir•n v/ W r d U t n r n I d w 0 n OI n I M z O s EL 00 ro ro 3 L rQ UJ to 0 ug Y a a o: Lu O 0 O 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 6 -25 -97 w SHEET REVISION ti z I L % wp.j. 7.1!/! ° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 �� AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW -- CO, � - zJ/z 07 u ', 1 k _ r E '.WF ..gyp 4P 6 d.I III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y c' 1 �f41'9 �'/ E - ttjlj� 3 i''1,P� 4C II `1 f k �r �I O; _ ti STA. '13 +47, 24 RT N _ SSMH #1, (TYPE II- 480) - L LIGHT (TYP.) TO PROVIDE A C A 0- rL0) r- STA. 141-75, 25'4T STA. 15 +50, 24' RT. r 1- 16°X10" TEE (FLxFL) SSMH #1A, (TYPE II -480) 1 -70" GA T£ VAL VE (FLxMJ) RIM= 398.50(±) 7 -10" PLUG INV. (8" iN [N]) = 386.09 Q 11 CGNC BLOCKING INV. (8" OUT [S]) = 385.99 Z Z -- -� -�- -- 0 Z ., 480LF EX 16" WTR (W2213) ® �� a OWN RIGHT 3 to 00 O — 0 I-_- - -- - - - - - -- _- 394:- - STA. 73403,137 0' RT. I 707.8LF 18' CGNC. N 00'0119° f - - • 235 93 A = 07' 00' 00° R = 1 STA 12465 7 -75'" CAP W /2" TAP I Z. 10.00' EX GB (TYPE IT 48'x) 7 -2" BL OWOFF ASS'Y p RIM - 396 55f PER C. O P.. SP 8704 I STA. 13+44.97, 19 /� INV 79° (N) - 394.38 CGNC. BLOCKING 144' RT., SOUTH It ' 18° CPEP m '� 2' DEDICATION A INV 78' (W) = 394.08 SHACKLE CAP TO DEADMAN i IE 39485 b N _` �.s.� -•- °e -' W/ FOUR 314" I INV 8° = 3,34.98 -�-- C_- 1 Im[']`p C4 WEE-1 LAND � ' � ' STEEL nE RODS I (i ;.. . W WI j 1 a ..... ............................... ....... .............._. - - -- - - - - - -- .. . ...:. .. .. ........ - - - – — ... ....__._....._ ................. ._.._... - ... ........... ...:.. r--a +.z� o_ _I a I— , �^a : N _. .: F _. ...... - — s w , a= gym' ........... ................ : :. .: .. . ; . ; , , . I ` � ;a, » a►M. EX::GRADE A7 . PAVEMENT AS- EX. OF . GRADE 2 N. to K !' II (TYP - :- " -- ...... .:..:....... ..................:............ ......................... trryp0 4Ei0' , : i i IS"' ST r - -- - I ; __.. _ . __...... .. .. .... ......... — ....._... - — -- — Lt — — _ — _ e _.: . __...... .....: - -_... ...._ -- — — .. �' EX. 16 ..............:...... ...... ........ ....._ ........ .._... - _ 18 ST e3wa n — WA .....: ...... . 5 .:. S =.0.0050 0.02511 1 55LV 8 P. d20 rl 3� ..:........ ...:...................._..... ............ ........_ 4�- INV; (8° IN [ND 186.09. � ; ; , , . B' PVC 9° IN [N: s]) 384.97 INV; (e" our [sll =:385.99. S - -! EX. SSMH:...: .. ... 11" 20 ( STA.1:3 +22: TSPE:II:48 "0 i '� .......................... .... ............. CiBO INV .:(O- [sW71 = 3B4 82 �,q��. N ...... . .................. ... :.:.........._......_....... - - -- - .............................. _....... :.............W. ..:_...:...:.. ........ .. ............ RIM .= 393. Q1 INV. t:Z ". (1N ) .. 384.46 [NV_ 12 .(OUT) 384.34 j �23120 1 INV. � B (N E) :384.65; -:s . . 7 . .... ........... 1 13-f00 '� 00: 15 +00 ............................ 16 00 I– Z Wec C rQ Q W Ir•n v/ W r d U t n r n I d w 0 n OI n I M z O s EL 00 ro ro 3 L rQ UJ to 0 ug Y a a o: Lu O 0 O 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 6 -25 -97 w SHEET REVISION ti z I L % wp.j. 7.1!/! ° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 �� AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW -- CO, � - zJ/z 07 u ', 1 k _ r E '.WF ..gyp 4P 6 d.I III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y c' 1 �f41'9 �'/ E - ttjlj� 3 i''1,P� 4C II `1 f k �r �I I– Z Wec C rQ Q W Ir•n v/ W r d U t n r n I d w 0 n OI n I M z O s EL 00 ro ro 3 L rQ UJ to 0 ug Y a a o: Lu O 0 O 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 6 -25 -97 w SHEET REVISION ti z I L % wp.j. 7.1!/! ° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 �� AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW -- CO, � - zJ/z 07 u ', 1 k _ r E '.WF ..gyp 4P 6 d.I III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y c' 1 �f41'9 �'/ E - ttjlj� 3 i''1,P� 4C II `1 f k �r �I z I L % wp.j. 7.1!/! ° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 �� AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW -- CO, � - zJ/z 07 u ', 1 k _ r E '.WF ..gyp 4P 6 d.I III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y c' 1 �f41'9 �'/ E - ttjlj� 3 i''1,P� 4C II `1 f k �r �I (� Q W U k- (n w Li :'I� � i-. Q s K J , � Q � � � W W v �� � � Q O H Q � �o W z �_ Q (n Z � Q J � � y °o �y N LL Z Y.E 0 1= �- U �_- z a' d C.1� 'moo ,i ,', „u a■ i� z O to �� STA. 20 +00, 24.00' RT. SSMH �/3, (TYPE II -480) SC/1LE� 1° s 20' RIM = 407.30(1) INV. (a" IN [N]) = 396.31 INV. (a" our [sD = 396.21 148LF 8" PVC SS J= U.UL74 SAWCUT ALONG LINE AS SHOWN _ - - - �� - - TO PROVIDE A CLEAN, STRAIGHT �� � - - - MATCHUNE BETWEEN EXISTING 8 - ��� - STA. 17 +36.23 (DUVALL AVE N.E.) NEW PAVEMENT. (SEE''DETAIL, - SHEET C28A }. � - - = 0+00 DRIVEWAY STA. 17+44.73, 25.01' LT. _ _ - - - �i "' 1 -16 "x10° TAPPING TEE 278LF 8" PVC SS � - _ _ _ _ _ _ _ _ _ _ _ _ 173LF 16" WTR (W2213) -� _ _ STA. 17 +22, 24' RT. W/ CONC. BLOCKING � �� - _ � -�4- - SSMH �/2, (TYPE II -480) 1 -10" TAPPING VALVE S= 0.0200 �- -+ - -- RIM= 401.60(1) _ � � �' + _ _ - INV. (a" IN [N. E]) = 390.65 - - �_ � � E�. /g" WTI tw�� � - - - O O 175LF 8° PVC SS INV. (a" our [sD = 390.55 _ _ -_ - - -- a ,� 00 �"1� 5= 0.0255 - - - - - - - - �^ ® C� L = 196.00' � R 1600.00' - -- -- ______ _ N � -- - i _____ __- DUV A 7 � •. O >x - NEWS EET � w 73%_ _ __ � , -- - J t]jJ �QS� © LIGHT ) � �" - - - -'- m - - - -' -- E � ,y ko�'� ..214.56' _���- �� m \� \� STA. 17 +14.46, 34' RL, BEGIN rx � 0 \ - N�•58.43 °W _ � � STA. 16 +58.78, BEGIN CONC. DRIVEWAY APPROACH oti `-- \i � STA 7816940 - o � CONC. SIDEWALK' PER CITY OF RENTON STD. k i _ T I EX. CB (T?�E /J c - °• � '" "- r � ,q � " .DETAIL F006. M'\ 0 � �, _ .� --�" -- � I R/M - 4D4.29r `�� o _ 195.48' R = 1600.00' _ ^ r c � CONCRETE DRIVEWAY APPROACH, PER I - _ - - - _ - r - � _ ± =�' � L T ____ - - -_ _�. _ °°°° _ _ .. 07'00' OO - ... , ♦ „ i`f �: p = _ �--- (� '� si CITY OF RENTON S'ID. DETAIL F006 ;.-. -� -� =� �-., - :.- � ..., --{- / o r �s WIDTH =450 � .x�._ �=° _ .�.-� - °` '` _ _ � � STA 7616, 55 I �,- � -- .,. ... _ ,. MAY fi, 19! WW J �, � � a ��g � a 3 wiii�s ��i�� �� �L'I� 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 06 -25 -97 SHEET REVISION m t` I v O r m n I M O v w z 0 x a m m m w 0 0 w r N N Y Q a o: 0 0 z 0 M �J N a e� Z I� �I�.wp,• :�_ :tit CIVIL ENGINEERING AND ° PACIFIC ENGINEERING DESIGN � NC. o REVISIONS :REVISED PER SITE PLAN CHANGES REVSED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND _ _ _ _ AND CIN OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND o PLANNING CDIVSI,JLT%AIV -TS 71 -13 -96 LEL AND REDLINES OS -16 -97 DJW 6 -ii -97 DJW REDLINES. 6 -25-97 DJW p Cd - S' -2 ��26p �� I ��. , I I� � �a I � Is, 4aiV a y.l.+� 'lids I NBsrF t� r r �``� 3 i.,r k �uckl4 I ,�. SF��I � � I � i1a I �� �4!!III� .. $� k �' I 9 [_ ""� I' 'ICI << I kk �i a W I7 I F tl � I � �� � l 1� ��' 6 1 f � �• +iz {i I aas.l��p bf �e�V � I� � I �� ; � 6� � �� A �'E (ail .. ��?? ���! , &„ I Ati'.� ���� :` ,Alh ��14�� � ih 71 I I ,,,E P r va krl III.., I i �, �� rJ ,c., I [ �. � M dl 4 ,� II 11 , �� , �. ��I�. I u�; ,,fi,..� r °,�'r x iv if i Ise v,� � 1 IA t�t4 •; �ii �: �����• meikN O r w I- ^ Q M q$ _ Q w� w O w (n w Uof ~ 0' U) z a- LLJ af < cr- Z � w Q LL. F- (n Z I Q � J O �o oz L>_z 8E 00 3Q I 2 I— z -.5 a U LLj c ° •� d E 4 c c ° m a� m o II O to K STA. 21+34.29.17.41' LT, r— STA. 21+50, 20' RT. 1- 16'x10' TEE (MJxMJxFL) SSMH #,4, (TYPE II -484) W/ CONC. BLOCKING RIM = 407.30(±) 1 -10' GATE VALVE (FLxMJ) INV.(8° OUT [SD = 399.47 ,c---------- T+;---- --f - -- 0 C) 1�o 411. r" " r-STA 27t5Q32 0 �4- T i' EX C8 (T; RE // 48 "0) I - 3 i I r r;fff, = ?1084 / /Vv >c° otJ = N 4028911, SHEET REVISION b 407.83 QD jlc o } 411.06 N _ QA SCALE: 1' — 20' DUVALL AVE. N. E. /"ftT M - 6 NOtINE�S SHOWN----------------- - - - - -- TO PROVIDE A CLEAN, STRAIGHT MATCHUNE BETWEEN EXISTING & NEW PAVEMENT. (SEE DETAIL 0 SHEET C28A). O S00'00'26'W 322.08' L a v 0 a a � INSTALL APPROX. 120LF 0.5' `\ OF ROCKERY.\ 15.0`11 — _ — — — — cX /ST FH 730%F F✓0,4?7% (EAST S /G� 1— — — — � — EX /ST FH 155L NORTH ("EAST -------- -173_F 1S"_':TR - - -- ( ' 0 419.31 0 O V NEW STREET LIGHT (TYP.) I a v rou n O \` 12.0' I �I 1 wwp.j 7p. !!/t _ REVISIONS : REVISED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND , o PACIFIC E I�IGINEERING �ESlCal�l INC. o CIVIL® ENGINEERING AND AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND O �� E.7►NNINt7 CC�NS� JI T.�.NT.�' 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES 6 -25-97 DJW 1 EXPIRES: MAY 6, 1999 1 1 It W W j ff 0 I a LL 0 z z J a 3 Z uj 0: aZ 0 jW 0 <N <;� lNll � O n rn r I M 0 M C, O N z 0 x 0_ W m rn L V) 0 0 W In It Y Q 0_ D_ W 0 0 Z Q O M 96 -74 PROJECT NO. CDC DRAWN BY 5 -09 -96 ISSUE DATE 06 -25 -97 SHEET REVISION b ti 0I i� I 01110 C17 , Z 0 1 i � 1 w 1 r f I I Tt Q'i I y i REC. FF -413.0 f / s f f � R r ROIL Is - I ' { ify DIFy I S/f 25.23' RT. wo) 4 (N&E) =mfr z F 18612 x oFf�s�FNALTE��NG\��4, _ E Z�W DPNZ -: MAY 6, 1999 � {h ` � n Ll SEE SHEET C16 REVISIONS :REVISED PER SITE PLAN CHANGES REVSED & REQUEST REVSED PER CLIENTS REQUEST REVISED PER CLIENTS REQUEST REVISED WATER AND CITY OF RENTON REDLINES FIRE SPRINKLER VAULT &CITY OF RENTONS COMMEN TS &CITY OF RENTONS COMMENTS &CITY OF RENTONS COMMENTS METER TO BLDG. 3 11 -13 -96 LEL CHANGES 1 -07 -97 LEL AND REDUNES 05 -16 -97 DJW AND REDUNES 06 -11 -97 DJW AND REDLINES 06 -25-97 DJW 07 -11 -97 DJW 0 O PA C' F' c E y OI v E E R I v O DE S I O A I. h C - � � R r ROIL Is - I ' { ify 4� 1,/C a { $ it as cv i - BLDG, 1A, RIM =T ., Mi INV.j4 412 RIM - 411..190 INV: 409.50 1 9F-413.0- f � � f f e I' sTA:f; +9s / Awv. 8 -Iw. 8"CLEANOLJY �J 1 PRIM= 415.0 41.6 INV.= 410.00 ! CIVIL ENC PLANNING U \ F- W W W to 3 0 w h W Fo OF LL5 L U Cam 6L JZol U a �C� IL W40 r U >Wo . W� 7 W F J Z, io ( m C) ML O It IL L0 n rn n n Q 0 I 0 N W z O 2 a 00 co ro 9 K u) 0 0 �1 w r U) U) w Y a 0 0 z a 0 r1 o omn C) I o >� - <m Jami �n> °z N U W F� N I'd DIFy I S/f 25.23' RT. wo) 4 (N&E) =mfr z 18612 x oFf�s�FNALTE��NG\��4, _ E Z�W DPNZ -: MAY 6, 1999 � {h ` � n Ll 4� 1,/C a { $ it as cv i - BLDG, 1A, RIM =T ., Mi INV.j4 412 RIM - 411..190 INV: 409.50 1 9F-413.0- f � � f f e I' sTA:f; +9s / Awv. 8 -Iw. 8"CLEANOLJY �J 1 PRIM= 415.0 41.6 INV.= 410.00 ! CIVIL ENC PLANNING U \ F- W W W to 3 0 w h W Fo OF LL5 L U Cam 6L JZol U a �C� IL W40 r U >Wo . W� 7 W F J Z, io ( m C) ML O It IL L0 n rn n n Q 0 I 0 N W z O 2 a 00 co ro 9 K u) 0 0 �1 w r U) U) w Y a 0 0 z a 0 r1 o omn C) I o >� - <m Jami �n> °z N U W F� N I'd 96 -74 PROJECT NO. u ( DGS DRAWN BY /- 05 -09 -96 ISSUE DATE U - 07 -11 -97 `J SHEET REVISION _ZZ � {h aINEERING AND CONSULTANTS 4 2dR E`" _ p $ - i� �J INItKJtL;IIUN UI- Nt 4th ANU 14Uth ! _ n �9 i AVE. NE. { s2� ---�` - P VERTICAL DATUM: 422 F _ 96 -74 CITY OF RENTON 4 2 411.5 .. -- 6 424 0-E79 -` _ -E I t PROJECT NO. O ova , 426 r j Mt. so (= I ` N � HORIZONTAL DATUM: 6 k g t2� q2� �2a}�L8' /'� I INC = !F2450 / I * - RENTON SURVEY CONTROL NETWORK. CONTROL DGS a` \, / R^ a ? - Earl \ -�� -}} - -- POINTS 1849 AND 1848- DRAWN BY BLDG. C.O. / a BkDG. C.O. ' `•` 2 RIM= 411.90 Kihi= 4"Lb_9a w� ` ' INV.= 409.50. H /iINV.�\(•*2250 aFy 8 q`° 3 05 -09 -96 ISSUE DATE o FF -413A 2 - -- ��' m� k�. �2e = It ¢z� _ 6 -11 -97 GC t - t ( SHEET REVISION STAO El - - - 'INV. s p=f - ®01110? SEE SHEET C17 J A.v■ A& V vamp CIVIL -ENGINEERING AN® REVISIONS : REVISED PER SITE PLAN CHANGES & CITY REVISED PER SIDE SEWER & FIRE SPRINKLER REVISED PER CLIENTS REDDEST D REVISED PER CITY OF RENTONS ®. PA�.CIFIC ENGINEERING � OF RENTON REDLINES 11 -73 -96 lEL VAULT CHANGES 1 -07 -97 LEL CITY NE RENTONS COMMENTS AND COMMENTS AND REDLINES 0 _ PLANNING CONSULTANTS REDLINES 05-16 -97 OJW 06 -11 -97 DJW T -1�/z a z s- 2 312 CG L 158; F. FR 4i, Q - �` r n I- z w Q n W f (n w ry U V) w ILI Of 0 LL U U) LIJ J_ L� 0 Fy n ry W W Of z vo or N_ N C Z O 0 3Q U ry �o -,E �N _C O y�j a� S 4p 1� nm� ntn� nma 4° vmly 'r . __ - - ----- --- --- .............. �. 4 -... ------- .. =- - }z: -r . 4-7--400- .................. .- MAY 6, 1999 Q ui tWIL Q u 0) (L aln X wT. 0 ° rl 0) 0 O 00 00 m rn Q W 3 w J o5 co IL j � ;L 600 a a W jr ZOO o 0, d F U o M 7W� W a Z ~ W am V) L 0 <3-1 „ m �> W ] "WZ ul X 0 070 af M and 0- 0 0 0 0 11 LL z a o M o a o ten. N <m o m n 1 �n z N 96 -74 PROJECT NO DGS DRAWN BY 05 -09 -96 ISSUE DATE cw I 6 -11 -97 SHEET REVISION 4 cis REVISIONS : REVISED PER SITE PLAN CHANGES AND CITY OF REVISED PER SIDE SEWER REVISIONS REVISED PER CLIENTS REQUEST & REVISED PER CTIY OF RENTONS � rr ( /�� [/''.�� {rte ,w \'(/�.� `ww \i! N`/'1_ 0 CIVIL E VGI1/ EERIIINa AND D RENTON REDLINES 11 -13 -96 LEL 1 -07 -97 LEL CITY OF RENTONS COMMENTS AND COMMENTS &REDLINES O ACI■ I`/ N 3JNE Rl _�./� EsI�■ A ® ® . PLANNIN� CONSULTANTS REDLINES 05-16 -97 DJW 5 -11 -97 DJW i E< � ii T3 f-N 0 r7-1 LL 15X cn ! I— Z < Q a- 0- D Q W W W H Cn Z Cn >- W 0_ a_, Q U I— Z (/1 Q 0 LL_ ao o� 0 0 3Q � z .2w 'r- a U(� �g mE -,E �+N C`q 1 c rn o � a� 4P � s W � y co w W 4 2 C SEE SHEET 015 SCALE`' -430 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. BENCHMARK: PUNCHED ALUMINUM DISC, CENTERLINE DUVAL AVE. (138TH AVE. N.E.) AT p.i. WEST OF THE N.W. CORNER OF THIS SITE. ELEV.= 411.90 BENCH MARK CONVERSION: ALUMINUM DISK= 415.53 NAVD 1988. EQUATION FROM CITY CONTROL POINT #1851 -3 1/2" BRASS DISK AT THE INTERSECTION OF NE 4th AND 140th AVE. NE. 440 VERTICAL DATUM: CITY OF RENTON �— HORIZONTAL DATUM: ci RENTON SURVEY CONTROL NETWORK- CONTROL POINTS 1849 AND 1848. KEY MAP N 00' 08' 57° E 23.00' Sq,23120D NOTE : ALL SANITARY SEWER LINES GREATER THAN 15' IN DEPTH OR LESS THAN 4' IN DEPTH SHALL BE EITHER DUCTILE IRON- -OR -- C800 -- WWI 5 9 IJ -_ MAY 6, 1999 WT W � Z Q v t Z z 3 FZ ujZ Q W F !L co 5 M N W L 00 X JZm- 0 Won �Z L W4- U a 530 VJ 2ju 0 o�0 . W 0 Omd 0 LL U. 0 m I Q 0 0 I 0 z O Q 3 L W rn 0 0 F- 5 of ELY a Of W 0 0 Z Q O o a a o� <m D ;mn 1 �A N N J f 4 r T c I- E l 3 "14�f� AS -SCtS 0",-/- BACKWATER VALVE FOR FLOOR FIXTURES UNIFORM PLUMBING (PER 96 -74 PROJECT NO. ® 15' �0 WIDE SANITAR E 70 T T a5fi _ 3LF 8' PVC _ ° NEW BUILDING ODE U /// DR D /NS BY INV. 8'= 446.63 SIDE SEWER FOR UPPER 05 -09 -96 O FIXTURES FLOOR U ISSUE DATE - a- 4 3 � W � 438 440 44 444 i $2 138E � pvc s 6 -11 -97 g 8 44 450 6 v SHEET REVISION 452 454 4156 - - -- / N 00' 08' 57° E 807.34' BACKWATER VALVE DETAIL L 450 SSMH #17 (46'O) SSMH #18 (48'0), <<J S�_ BUILDINGS 10, 13, AND 14 STA= -8+7--------------- STA. M+16---- Y------- - - - - -- - - -- = _ }49.5 �— �� S— 0.0100 N.T.S. V. 8' IN = -># .70- INV. 8' 1N =x:68 CITY OF RENTON INV. 8' OUT == 4ST60 INV_ 8' OUT -44& -50— 87 PVC SS STUB CONTROL #1849 INV. 8'= 446.88 (N) 183,105:46 (feet) (N) 55810.655 (mPtA�G� (E) 1,313,986.50 (E) 400503,887 ° PACIFIC E NOIN�RING DESIGN INC. o civlL EI�IOINc�Cr�INO AN® REVISIONS : REVISED PER SITE PLAN CHANGES &CITY REVISED PER SIDE SEWER &FIRE SPRINKLER REVISED PER CLIENTS REQUEST & REVISED PER CITY OF RENTONS OF RENTON REDLINES 11 -13 -96 LEL VAULT CHANGES 1 -07 -97 LEL CITY OF RENTONS COMMENTS AND COMMENTS AND REDLINES o PLAN N I NO CONSULTANTS REDLINES 05 -16 -97 DJW 06 -11 -97 DJW 6 f n3MP>, hl KOLL 1518 F o a a o� <m D ;mn 1 �A N N J f 4 r j 7 > _ .. ..:.. ...:..� � :. ,...: M c... Z. -.Z Z � Q UJ <O �� REVISIONS : REVISED PER SITE PLAN CHANGES AND -CIN O RENTON REDLINES 11 13 -96 LEL f owR¢ MAY E. 1999 � W � � � z34 ��d Q 0! Q W U� N �� U °� W a Way � Z0� U F �aa a Zam Q Q3N VJ � FI- j W W /yam � F J Z � W DWI LL m e� m a ao u. DGS DRAWN BY 05 -09 -96 ISSUE DATE 5 -16 -97 SHEET REVI SI �t n m n I t hs a 0 m I 0 I;.i z 0 a m rn Q 3 rn 0 0 w 0 0 Z Q 0 M ___. 7-00 _ _ o - -- - -- —� ♦00 9-f-00 10�-OOo 11-1-00 CIVIL �NGiN�ctr�iNG ��® REVISED PER SIDE SEWER REVISIONS REVISED PER CLIENTS REQUEST AND CITY OF RENTONS t -07 -97 LEL COMMENTS AND REDLINES OS -76 -97 DJW o PACIFIC E IvlGlt\IEERING ��SIGI�I OiIC. ° PLANNING c ®NSUL-rAN�s � �� a E � ,, '� it �. E:�. � 3;; s _� - � CO.� — 2��2a6 ��. � =- 23I ?O� .. -�` o oN < -� ��a � rm w' oD�' !r <m om� �ma 1 �� �m z N f r. Iv ti h �J.� �/QQ'i� '^ \\ �� � v � Z �� O '`o m o o ., N Y C z o-� O � 3¢ �- v _ � a w ni �ar ��\ ' " / - � � � - SCALE 1 = 20 . _� _� ^� , _ F ,,.,- I� � ,_ i� STA. 35. -50, 24' RT. SSMH #1 A, (TYPE II 484) RIM- -� - 5iEt�i ° -5 INV. (8" !N [ND - --3iG� 98 A INV. (a" oui [sD - {� - - -_ _Y � I I ;� � .. ter, - _- -_ -__. 5 -09 -96 i � ' � 6 -25 -97 ti SHEET REVISION ti 'x � r(' �. 3 - � S; �e..7 � - f x � ,, -H"r \° N � �� ���. �"_* r ' �-JE rJ ;t /Ftx - -i ,. y STA 0+00.00 (N 6TH ST.} - ac,. o � � STA. i3F16.27 f,/ALL AVE NE} Q Q `� �o �� I � -3- - k - - - - - - - - � � �: STA. 13i 47, 24' RL � NEW SiREEi SJtWCUT ALONG LINE AS SHOWN � ( � i� STA. 35. -50, 24' RT. SSMH #1 A, (TYPE II 484) RIM- -� - 5iEt�i ° -5 INV. (8" !N [ND - --3iG� 98 A INV. (a" oui [sD - {� - - -_ _Y � I I ;� �- - - - - -_ -. -.;F __ � _____ -_ -_ � -- -4`Ri ��fiC %F "1�/2 -�- (lei- L /.:� - - -_ - _- -_ -__. 5 -09 -96 ISSUE DATE 6 -25 -97 ti SHEET REVISION ti C7 � ✓� 'L i ° ' : r - . GETA�c _C9� - � y u ` y STA 0+00.00 (N 6TH ST.} - ac,. o � � STA. i3F16.27 f,/ALL AVE NE} Q Q `� �o �� I � -3- - k - - - - - - - - � � �: STA. 13i 47, 24' RL � NEW SiREEi SJtWCUT ALONG LINE AS SHOWN � ( � _y .c'' n f � -�` SSMH #!. (TYPE i[ -48�} r lN6HT (iYP_) TO PROVIDE A CLEAN, STRAIGHT .r-I (.� 'a � ^ � t. � RIM= 3Sfi�39(t}- 1iATi}HJI� i�TWEEW EXISTING & `� INV (a' IN (N. s]p = - 3Q+k9r� NEW PAVEMENT: (SEE DETAIL. °o °o ! INV a' aDr sw SHEET C2$A _ ______� ________ _________ _- _� ____ ______ __ -_____ _ ___ _ - __ _ _________ - �__y.? 2031.E S' PVC � �� _ . 3 () �wP°ejI °�i�f REVISIONS :REVISED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES : REVSED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS CDMMENTS AND 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW o P,o,ciFic � NGiN����NG ®�s�GN I Nc. (a s q f' ,' � -._ MAY 6. 1999 � W WW (� F ry� �/ T �p Q Z Q � � C 3 IZ! �0: W Z G LL Q r �� LL� � a Z $g$ �d 2 � a4 ��� � � ��� LL T I M X 6 r m K7 0 Z O a m m 3 Ui 0 0 W r tQo W Y d 0 0 z a 0 M o a o� � a 1 r n w , o >� lv � <m �z' 1 .°°m> �. a °� N z w N 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 6 -25 -97 ti SHEET REVISION ti CI\iIL ENGIi�iccPiNG AND PLANNING C ®NSUIoTANTS #.x � _ ,... � _ LLJ STA_ 20+00, 24.00' RT_ - SSMH j3, (TYPE II -480) FaM = .0-:7 Ao-(=b) 9NV. f6- it [N]) INV iS' Our rSD = 396.21- �:1 — SCALE= 1" = 20' lV1 N 148LF 8' PVC SS S= 0.0214 SAWCUT ALONG LINE AS SHOWN TO PROVIDE A CLEAN. STRAIGHT _ - - MATCHCINE BETWEEN EXISTING & 0- Q � � L j W STA. 17 +36.23 (DUVALL AVE N.E.) NEW PAVEJAENT, (SEE DETAIL., L LJ STA. 17+44.73, 25.01' LT. = 0 +00 DRIVEWAY (n U) 1- 16'x10° TAPPING TEE LIB LLJ J e STA. 17 +22, 24' RT. SSMH (TYPE (TYPE 11 0c� U Q r, ...... RIM -#2, RIM= } INV r6- IN FN- ET1 - LLJ STA_ 20+00, 24.00' RT_ - SSMH j3, (TYPE II -480) FaM = .0-:7 Ao-(=b) 9NV. f6- it [N]) INV iS' Our rSD = 396.21- �:1 — SCALE= 1" = 20' REVISIONS : REVISED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW rl MAY 6, 1999 W 3 � Q a iL 0 1 Q 3 Z 7 co U Um W IL m � z a � U tz n u �3Q w 0 0) o) I M X O n 1 O N w Z O w W m 0 0 M w U) Nf Nf a 0_ w 0 z a 0 n o a a c� ;y P r un o >� ° <m °ma m D �a n P N e° N 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 06 -25 -97 w SHEET REVISION A, d PACIFIC ENGINEERING DESIGN INC. o CIVIL ENGINE SUL AN PLANNING CONSULTANTS CiJ - 23126 2 ROLL 158 148LF 8' PVC SS S= 0.0214 SAWCUT ALONG LINE AS SHOWN TO PROVIDE A CLEAN. STRAIGHT _ - - MATCHCINE BETWEEN EXISTING & �- NEW PAVEJAENT, (SEE DETAIL., _ STA. 17+44.73, 25.01' LT. � C28A) -- 1- 16'x10° TAPPING TEE 278LF 8' PVC SS e - — - - - - - 'T =1 -`- - - W/ CONC. BLOCKING ...... 1 -10' TAPPING VALVE S= 0.0200 _ - - - tr' - _ - - -- c REVISIONS : REVISED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW rl MAY 6, 1999 W 3 � Q a iL 0 1 Q 3 Z 7 co U Um W IL m � z a � U tz n u �3Q w 0 0) o) I M X O n 1 O N w Z O w W m 0 0 M w U) Nf Nf a 0_ w 0 z a 0 n o a a c� ;y P r un o >� ° <m °ma m D �a n P N e° N 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 06 -25 -97 w SHEET REVISION A, d PACIFIC ENGINEERING DESIGN INC. o CIVIL ENGINE SUL AN PLANNING CONSULTANTS CiJ - 23126 2 ROLL 158 v N SCAB 1s = 2a IW- ^ STA. 21+34.29, 17.41' LT. STA. 21 +50, 20' RT. Q 1- 16'x10 TEE (MJxMJxFL) SSMH #4, (TYPE €1 -480) W/ CONC. BLOCKING RIM= 48:7:38E±) 1 -10' GATE VALVE (R xMJ) I INV. (6' OUT IsD = 399.47 L'i ^'L - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - tXST FN,. 7,-0.1 :- NOR r.' ('EAST llcr FH I55LF ' ORTH !EAST S'Gcl D UVALL AVE . N. E. v F- -- - - - -- - - - -- - - - -- AWCF�4L8N8tINE� (6Wtt----------------- - - - - -- C - --- - - - - -- - -- ----- --- ----- - - - - -- - - -- -- (n d TO PROVIDE A CLEAN, STRAIGHT W Q MATCHLINE BETWEEN EXISTING & 419.31 � In ® ® NEW PAVEMENT (SEE DETAIL, O 0 [if c/) z 1 = _ O SHEET C26A). O SDOV 26 W 322,W B O o oi O U~-1 G AG t m � NEW STREET Q - 4J -t3 _ o = LIGHT aw.) W W _ o `v s ^ - - INSTALL APPROYL tom„ 0.5 ._�-' O 410.9 w 1 "h t s. \ OF ROCKERY 5 0' 120') Ei - - _ _ _ _ ry Lo ` -- �- --- --- - - - - -- - - - -- -- ---- -- - - - - - - -- - - --. -F ------- ` -__ iO O I DPIRM MAY 6. 1999 1 1 REVISIONS : REVISED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S : CITY O PER CLIENTS REQUEST AND 0 P®( I FI.( C. N ( I N E E K' N( .� DE `I [ �N INC. . O AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OFRENTONS COMMENTS AND 0 /—i V V `A ■, �� ii a - `/! f�� //" !� `.d '.dam 1! 11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW 6 k3 u 2� ROLL 15: Q W W .1 W 03 I. U. ola Q J W LL 3 0 W I( �s U� 0� W a w � Z Ua'� tZ. W j BIT I., a$ o LL V X 0 I tD O N W z O a 00 e0 00 rn a 3 Lil J W 0 0 Ld cn ELW Y Of w 0 0 z Q 0 M o o� �r� No >� to z W N 96 -74 PROJECT NO. CDG DRAWN BY 5 -09 -96 ISSUE DATE 06 -25 -97 SHEET REVISION ti V 2 9 CIVIL ENGINEERING AND PLANNING CONSULTANTS �2 R