Loading...
HomeMy WebLinkAboutzS-2723SetI I I Y � W p w v U Z 0 Q w J U a- 0_ J d � g s ed g yo ob LL- 00 3E � Q U � � o -SE E ,E c rn 0 a� S 4� al � o II 1 �1 �1 0 D a, of BENCHMARK: CITY OF RENTON #1927, ELEV. = 123.704 A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 K R 5 E, WM. TOP OF BRASS DISC IN CADE, IN WESTERLY PAVED SHOULDER OF TALBOT ROAD, 50' QATUK4- SOUTH OF CENTERLINE OF S- 192ND STREET. VERTICAL NAVD 7986 CITY OF RENTON #1227, ELEV. = 154..87 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT.. TOP OF BRASS PLUG IN CASE AT A R -C. ON TALBOT ROAD SOUTH AT INTERSECTION 20 0 20 40 WITH S. 45TH PLACE. SCdt 1, ! ,LO NOTE: SIMILAR MONUMENT LOCATED S. 24• E. 11.4' -.. -. _._.. _ - --- --- --- -- _ --- --- - - - - -- -- --- --------------- �J- I �. TALBOT °ROAD + ! I E)SRES: MAY 6, 1999 Q J (: LL Lu 3 Lu a) 3 Z w N 1 to Y $ LL W m Io W W U m 3� W a i 'di 6 QxZ a mm= mama V 97 -18 PROJECT NO. VM G DRAWN BY 05 -22 -98 . , ! _ •4 - � SHEET REVISION ! 7— 2717 Lo n m n I M 0 n m n I 0 N z 0 3 uj In In O 0 M w H U) of a D- w O 0 E 0 n RENS:DNS: A) PED. ADDED SEWERIJNE SLEEVE UNDER DUNPSIERS. 4/30/98 EVI RSIONS: A) ADDED SIDEWA!K. 5/22/98 _6� N o m o a o� a 1 cm W Is� LHi 1 j - r+ i, _ i _ -1 � -�1 _ � P _ - 6_ _ d - •rv_-- 'AlL.T � •T'�` 3.�- LJ_�:� `,, N L- A'�LA. -j_ � q=� _. -- i ___ _ - _ I _._ 1-25' -_ .. ... I f - 1 m r :j 32 C T - �_. — -MO BLDG. C.O. t I � - — --Bfba cm ' ItOD lE= 714.50 t F R7f1� aa3�5o E aa0'Sii f� I A o , S =0.2579 VC s sRV. ss r✓r .. 431 PVC _ i - r - 1.� ( u— _ 66LF 6' PVC S S1.1- -' - ry 263EF 8' +PkG f rt 1 t i - ' INSTALL SSMH#12 AND 740 LF d1 S= .0524 _ T -{ egg i ce. _ - v' 8' PVC AS PART OF OFF -Sf7E 31 C.O. � ✓ � �` - : ^ i _ � - - � - _ � _ .- I STA 2760 i _ = lE- 109.30 _ . - -' ' ,• 4 I f r f -Fi4i ,- � - - SSM H 2 RIM= 706.50 �iT7A � ' 40LF 18`- STEEL' CASING 111 _ _ � IE 8` IN (E)= 100.49 (E)US71NG, FIELD VERIFY) j. (2 :- fOLF 6' 5=.020 PVC S SRV \ (( _ ' t Y _ — e�� W I i IE 8' OUT W)= 100.39 IE 8- IN (NS= 100.49 _ �0' .. I M= 112-50 - -_:_ _ -- - - _ - - i� r =: - _ o i 14LF .6-PVC S SRV. a '1 IE= 109.50 �\ - -- .. —� '- - 1 ! 2 +a0 l - X0.5678 —'T2 Y r I I . . l S 0+00 \ \�► SSMH 1 - 48'0 \\ RIM= 115_74 1 i -(Z*)= I '- �� 2 \ \� IE 6' M7 105.84 IE -8' OUT (S)= 105.74'`- r- I I E)SRES: MAY 6, 1999 Q J (: LL Lu 3 Lu a) 3 Z w N 1 to Y $ LL W m Io W W U m 3� W a i 'di 6 QxZ a mm= mama V 97 -18 PROJECT NO. VM G DRAWN BY 05 -22 -98 . , ! _ •4 - � SHEET REVISION ! 7— 2717 Lo n m n I M 0 n m n I 0 N z 0 3 uj In In O 0 M w H U) of a D- w O 0 E 0 n RENS:DNS: A) PED. ADDED SEWERIJNE SLEEVE UNDER DUNPSIERS. 4/30/98 EVI RSIONS: A) ADDED SIDEWA!K. 5/22/98 _6� N o m o a o� a 1 cm W Is� LHi 1 j 9 9 0 U A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM- I I 4 o + ° TALBOT ROAD LLj 0 Q y -. - -_ i 0 I 7 28 _ f I ; 1 I it I _i 1142 4 s t 4 3� 2 I 2✓ ,r .. t+.t _. I i IE{ __....FZQ f I , I ay CITY OF RENTON 81927. ELEV. = 123,704 i� o TOP OF BRASS DISC IN CADE, IN WESTERLY I t r s 1 1 m o PAVED SHOULDER OF TALBOT ROAD, 50' I I Z ° m SOUTH OF CENTERLINE OF S. 192ND STREET. °._ O LL y'c / i SSMH - �� BLDG. -C.O. s._ 00 CITY OF RENTON #1227, ELEV.=154.81 j j } STA 3+00 � RIM= 127.50 f— �'� TOP OF BRASS PLUG IN CASE AT A P.C. � � ^_ � / ,.+'' �� _ � � _ 124.80 F 'r IE 6' N - i Z = ON TALBOT ROAD SOUTH AT INTERSECTION t j 3 [ 27.57 •',��L 1 E- W WITH S. 45TH PLACE. 2:. Oy „ (E 8` Out (sr 127.40 I 7 } f 1 0 - (� o, a NOTE SIMILAR MONUMENT LOCATED S. 24' E. 11.4' I GO DATUM= f = a3Z5 E i = 1mQO �E VERTICAL NAVD 1988 F4 HORIZONTAL- NAD 1983, 1991 ADJUSTMENT. 11. rl W co 48LF 6' PVC r a 243LF-�' -P -YC' S SR i r� F�'- •;mot � _ :.•rte.^ I LLi S �- q- S= 0.1727 )— co I Z 0 /EM 123.72 PVC S SR ._ U -6� 6' -PVC S V S =0.02 Q II 6 RJR/= .134.W I 214s IE= 13200 - - m -PVC S SR [) ) c7 20 O 20 40 T I — • 'e F R - _ - -� > SCALE= 1' - 20' ' jo Z 0 o: ww$v —i' —s7:? REVISIONS: A) CRY OF RENTON. 8) PED LOWERED FINISHED GRADES. 3/26/98 REVISIONS: A) PED. INCORPORITED WATERUNE CHANGES. 4/30/96 1E,6iRm- MAY 6, 1999 1 1 z J r a BLDG CO RIM= 731.50 r 2 0 a 125.00 � F e (3) I M 0 2t1 N w z O 2 a DO m ci cim I rn - - �{ z _ a� a2a9J3 LLI In w wm O I 24 " 'I w C7 , • W3 nl W °° � w I (n o� N uQ) c 4 W m W n a u 1O Q C i a _ j[ w� K N w t o w 0 a o .fit FF—M.0 _ \ I 450 l l a i 3rr F [i PFR C CRV LF =TTO 1 5= 033TO � I I : c RM T2i5 0 — 40LF 6' PVC 5 SR I I.5 = 15' SEK£R FfNVFYP } 7 ' i - BLDG C.O RIM =_ 1255!? -- � ) �r r� i t jj F_ = ' lr , MATCHUNE. SEE SHEET C18 ?,2 2 �lo2 ° FlACIFIC E NOINEERINO LESION INC. � CIVIL ENOINEER PLANNINO CON` R 0 L L � v ,24X 1 1E,6iRm- MAY 6, 1999 1 1 z J r a 97 -18 PROJECT NO. VMG DRAWN BY 03 -03 -98 ISSUE DATE n, 04 -30 -98 r� SHEET REVISION w INO AND >ULTHNTS Q 3 rn n I � 2 0 a � Q (3) I M 0 N w z O 2 a DO m ci cim I rn ID Q LLI In w wm O " 'I w C7 V • W3 nl W °° � w Q (n o� N uQ) c W m W n a Nr Y Q m a j[ w� K N w o w 0 a o 97 -18 PROJECT NO. VMG DRAWN BY 03 -03 -98 ISSUE DATE n, 04 -30 -98 r� SHEET REVISION w INO AND >ULTHNTS a a I a w z w Of Z 0 Q w w w n Q J w U) o° L,_ z x 00 3E �— w is GE c A \ZF4 C c o� s a� 0 Of 1 Ff8SW PROPOSED 8" PVC SEWER LINE PROPOSED 6' SIDE SERVICE PROPOSED SANITARY ® SEWER MANHOLE PROPOSED DIRECTION OF FLOW • PROPOSED CLEANOUT i BENCHMARK= CITY OF RENTON #1927, ELEV. = 123.704 TOP OF BRASS DISC IN CADE. IN WESTERLY PAVED SHOULDER OF TALBOT ROAD, 50' SOUTH OF CENTERLINE OF S. 192ND STREET. CITY OF RENTON #1227, ELEV =154.81 TOP OF BRASS PLUG IN CASE AT A P.C. ON TALBOT ROAD SOUTH AT INTERSECTION WITH S. 45TH PLACE. NOTE SIMILAR MONUMENT LOCATED S. 24' E. 11.4' DATUM - VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983, 1991 ADJUSTMENT. L 20 0 20 40 SCALE: 1' - 20' REVISIONS: A) CITY OF RENTON. B) PED LOWERED RNISHED OWES. 3/28/98 REVISIONS: A) PED. INCORPORATED WATEFWNE CHANCES. 4/30/98 A PORTION OF SIN 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, W R•1 IT ~y lftjr 28LF 6, PVC S S =03100 l ' O BLDR CO. 20 (W= 11650 114.00 `\ 32LF 67 F%C S SRV. 0 +78 LE =105. 18 j - SSMH ,, -1- LOG. C O. STA 21+85 M= 116.50 A RIm= 113 77 a `- f — 114.00 IE 8' IN (S)— ,117,5. \ lE 8' OUT (N)=2-- . 1t \ f{ 96LF 8' PVC SS 1 i �✓ 6+72 2 1 LE-= 10-.02 \ , i I 1 BLDGL CO. r = 4 :. y .- - -- ''�_ V BLDG CO. 16LF 6' PVC S SRV. ` ! ✓ = 5= 0.7820 m I RIM= 11950 E 1i _ �- RIM =113.00 , 1 IE= 117.00 _ _ / �'1 = - -;' 300 1 ,r 1 -_ E 0+72 F • E 88 LE= 104.01 os s \ 17 c' =F VC _ �r 28LF 6' �VC S SRV . �s� \ !° r 1i S--0.2596 r r 1 .&. / OF 6' PVC S SRV� i F � 5- 0.1365 > i z�L 6' P; sarr` S SR _ S=ai440 R(M -C�1 D 14 0 r: , \ 19 02 T. IE= 1 A`0.50 \�1, /, _O s CV CONNECT TO LE— (SEE ( �' EXISTING 8' SEWER LINE � '' (SEE Dd SHEET C2 OF 3 FOR DETAILS) _ — -- — — I — — '� _ _ -� �' GaR \ w * GAR_ ENT. L � 117.0 GAR. ENE � CA - f = 7.D = It/ U _ t16- c ,s, 1 ? I GAR ENT aR EMT j of- Ca z ' w = 117.0 PVC S SRV ssA tEo6 11 — W RM&-- lT 54 E 111.50 M ecoc Co. �-oz�� L i � RIA7= 177.00 I E 8- INJS`E� 104-74, LLI IE 113.70 IE 8' WT (N)= 704 64' z fI �e� _.` : — — — - - \r- Ism27,2-303 i E 1 PACIFIC E NOINEERINO LESION INC. o CIVIL ENOINEER PLANNING CON va G 241, ROLL 15X 1DPIRES MAY 6, 1999 1 1 I Z J W n rn - n Q h Z a 0 W rn 0 0 zZ O 2 d n 1 � 0 rn 1 v 3 $Li W E W Q0 o IL } N o ° n V m e 1 IIII 0o no 1+=n .1 � ''' � m W Z� U aZ W two 0 1®d °a' W o 0 z a 0 N) 97 -18 PROJECT NO. VM G DRAWN BY 3 -03 -98 ISSUE DATE 1+J 04 -30 -98 I SHEET REVISION CIO INO AND 3ULTANTS r - ■ne�- � 1 28LF 6, PVC S S =03100 l ' O BLDR CO. 20 (W= 11650 114.00 `\ 32LF 67 F%C S SRV. 0 +78 LE =105. 18 j - SSMH ,, -1- LOG. C O. STA 21+85 M= 116.50 A RIm= 113 77 a `- f — 114.00 IE 8' IN (S)— ,117,5. \ lE 8' OUT (N)=2-- . 1t \ f{ 96LF 8' PVC SS 1 i �✓ 6+72 2 1 LE-= 10-.02 \ , i I 1 BLDGL CO. r = 4 :. y .- - -- ''�_ V BLDG CO. 16LF 6' PVC S SRV. ` ! ✓ = 5= 0.7820 m I RIM= 11950 E 1i _ �- RIM =113.00 , 1 IE= 117.00 _ _ / �'1 = - -;' 300 1 ,r 1 -_ E 0+72 F • E 88 LE= 104.01 os s \ 17 c' =F VC _ �r 28LF 6' �VC S SRV . �s� \ !° r 1i S--0.2596 r r 1 .&. / OF 6' PVC S SRV� i F � 5- 0.1365 > i z�L 6' P; sarr` S SR _ S=ai440 R(M -C�1 D 14 0 r: , \ 19 02 T. IE= 1 A`0.50 \�1, /, _O s CV CONNECT TO LE— (SEE ( �' EXISTING 8' SEWER LINE � '' (SEE Dd SHEET C2 OF 3 FOR DETAILS) _ — -- — — I — — '� _ _ -� �' GaR \ w * GAR_ ENT. L � 117.0 GAR. ENE � CA - f = 7.D = It/ U _ t16- c ,s, 1 ? I GAR ENT aR EMT j of- Ca z ' w = 117.0 PVC S SRV ssA tEo6 11 — W RM&-- lT 54 E 111.50 M ecoc Co. �-oz�� L i � RIA7= 177.00 I E 8- INJS`E� 104-74, LLI IE 113.70 IE 8' WT (N)= 704 64' z fI �e� _.` : — — — - - \r- Ism27,2-303 i E 1 PACIFIC E NOINEERINO LESION INC. o CIVIL ENOINEER PLANNING CON va G 241, ROLL 15X 1DPIRES MAY 6, 1999 1 1 I Z J W n rn - n Q h Z a 0 W rn 0 0 zZ O 2 d n 1 � 0 rn 1 v 3 $Li W E W Q0 o IL } N o ° n V m e 1 IIII 0o no 1+=n .1 � ''' � m W Z� U aZ W two 0 1®d °a' W o 0 z a 0 N) 97 -18 PROJECT NO. VM G DRAWN BY 3 -03 -98 ISSUE DATE 1+J 04 -30 -98 I SHEET REVISION CIO INO AND 3ULTANTS r - G f 9 m BENCHMARK: CITY OF RENTON #1927, ELEV. = 123.704 A PORTION OF SIB/ 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, W T TOP OF BRASS DISC IN CADE, IN WESTERLY L PAVED SHOULDER OF TALBOT ROAD, 50' DATUM- SOUTH OF CENTERLINE OF S. 192ND STREET. VERTICAL: NAVD 1988 CITY OF RENTON #1227, ELEV.= 154.81 HORIZONTAL- NAD 1983, 1991 ADJUSTMENT. TOP OF BRASS PLUG IN CASE AT A P.C. ON TALBOT ROAD SOUTH AT INTERSECTION 20 O 20 40 WITH S. 45TH PLACE. SCAM: 1' -2a- NOTE: SIMILAR MONUMENT LOCATED S. 24' E, 11.4' S+4 o +.. t t m -. -.. _ +...... -. - ___. i _ ..... ... .... . +. ._ -.. _... t. ... _ +.... m n + TALBOT ROAD w J - - _.. _ _ _ _ - - _ - . /_ _ co fjo T _ FP-MiO _ a II I' REC. FAO2f I I - _.. i UFTER LEVEL BLDG C.Q. j _ } FF�rj9'j�p POOL $' RIM= i2G 50 of _ - -- - i' Lj_ e FF�12 O IE _ .12340 FF-12l O - I J B8W. LEVEL N 'E BLDG. C.O. - BLDG. C O. I - 6 - FF 12aD 8LD& CO. O RIM= 126.50 RIM= (27.50 _ ,I 3 v IE= 123.40' IE 124.40 - = ° 4 - - U4 c p i, `t. - -. 1• i -E CL a. y _ , cN / ° y 6-S 'SRV - u 54LF 6 PVC S SRV S .02 c _ y y� "s-0.10 s, l Nf FL co ; ! 49LF 6' 'PVC S SRV. - ! l 5=0.1102 I l 961E 6` PbC S r ` r 1� 2;ltl .- > PROPOSED 6° SIDESER1,bCE� 8 / � .., RIM = 125,84 - 79LF 6° PVC S S . � _ _:::..� �." -, j � : j _ -� _ •a PROPOSED SAN {AIRY ` S- 0.0557 1 / / _ ® SEWER MANHOLE j o LLI j. - i 1 T t _ 2 PROPOSED DIRECTION OF FLOW S@ ! lOtLF 6' SS SRY. J `- /,f i_. • PROPOSED CLEANOUT ' f F RIM= 126.53 _ _ FFJ•a U \ 124s0 is s' Co Y, O l Y I- i ; ' E 8° OUT (W) 117.90 -- l: 1 1 1 EAST JOT TYP F.6 =123 4�3 N 1- Q E 6' IN= 11800 i! ( ) 1 11 - I _ : -- a — �, -- — - ) ,t I FF-1230 -a �'[- r r 1 - $ [ [ t ._._ ,. Tzi SEW@RL111E'C ,r / FF612oO BLDG. ca _ - - 1 r " ! !x-12 _ u -.. ,4 I ... - .. � , 40LF 6` PVC S SRY/ gp 6.0 -� & p 1> ! I FF -126A - -O 1723 36LF 6° PVC S. SRV. I I F 5- 0.9928^ IEai1326 %�- I Gp SSMN 05 58-" 48-0 t TL a I I Q BLDG. C.O. 1 2 FF�I22 0 r f N FF�122.0 RIM= 121.50 - . .._ , � ' :. j ) Po �- I REIl= 121 57 g', 1 I i" IE 6' IN (E� 114.6 w IE= 117.50 I 1 I IE 8- OUT (W)-- 114 1 G 121.50..... - 13 89 F Zww.o _ 4 _ r .7 19 - - - -- - - S SRV. I �.. IE= 117.50 _ ! ( -.k. j i �.� 289 ®� i y 112 t j 1 f - -- - - m-- '- -- -- -. - - J r [{ BW 122.50 ul IE= 119.50 - FF W0 9 - i 1 j � .. T: CP � l:�JIS'Y. - ..� --` -- - i. \•.1' : t L • 1 1 ... 1E a_.IN_(E)� 413Da __ --It OUT (W)- t SSMH - 4a 6 -- a srA +81 0 +32 o 0 FF-W.0 = z t m� `; 28tF'6LPVCC S SRV. o RIM 112.,9y6 �i ' Ll� �' S= 0.9054 FF -116 9 gi w iE r OUT= 106.76 I t! FF61"O LE= 108.85 i= t e 1: E BLDG. _ FFF�I6�t} - r IE 1 ! _ Q; 1 E= 1111180 - FF z I wv►p R 5IOw: A) COY OF RENT ON. 8) PFD LOWERED FlNISHED GRADES- 3/26/98 REVISIONS: A) PED. INCORPORATED WATERLINE CHANGES. 4p,/30/98 Y IIiI i tl L c� !DPFES: MAY 6, 1999 1 1 Z J L W W 0 3 0 W Q ON0 In t� q ya i W ��o U WIL3m 0 .Ib � NI ! zil U 10 ,Q m N a V 97 -18 PROJECT NO. 03 -03 -98 ISSUE DATE "o I. I w 0 rn t` I M m O 0 3 QJ W o o K) w F u1 In y of w 0 0 z o to � O CIVIL ENGINEERING AND PLANNING CONSULTANTS, t _ ® sr, I I E! o - r 1 oa a o� �a 1 mm c F t F� II v i `j e`i BENCHMARK= N CITY OF RENTON /1927, ELEV. = 123.704 A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 {' R E, WM. U ° TOP OF BRASS DISC IN CADE, IN WESTERLY PANED SHOULDER OF TALBOT ROAD, 50' DATUM: a SOUTH OF CENTERLINE OF S. 192ND STREET. VERTICAL: NAVD 1988 CITY OF RENTON #1227, ELEV. =154.81 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT. TOP OF BRASS PLUG IN CASE AT A P.C. ON TALBOT ROAD SOUTH AT INTERSECTION WITH S. 45TH PLACE. ���� NOTE: SIMILAR M NUM NT LOCATED S. 24• 11.4' MATCHUW_ SEE S%•' = CS 20 0 20 40 SCALE 1' - 20' i FF- aBLDG. CO. cE= 106.57 ;� - 51 =7N@? Li1E C' I T `BLDG CO. 20LF 6' PVC S SRV. J T_ YE Y I RIM= 111.501 . 1 15, Lij i /� 109.00 r.F= 10663 �! r U Q z� 36LE 6' PVC S SRV 0 .r 22E 6' PW S SRV =tal IL T S=0 01536 i iO o i _ _ ` ` - - -_ - - - x.1641 -- - $ BtDt; GO. SSM ;153 48'0 TYPE B' w _ L: -'to61 - - a r�M= sr4.5o Ir CJ \ \fir. \ ` r f - - - -;. _ fti- '� - + = 11000 RIM= 113.35: W \ ti m to J ` ` LE IE 8' IN (E)= 10761 Q w IMF 8')PFC SS-- f t 1 1 +52 - 1 IE 8' OUT (N)= 107.51 w y C� w , S- 0LW4 1571E 6' PYE*FSS i LE= 107.05 - - _ S= Q0104 - = g n - - CD __.. + s 8 L pt CD ir ;� - 0.osh2 •' -Raw= - 1257 �� = " • SSMH 3 48:0 TYPE' 8' i150LF 6' PVC�S SRY.1 IE a (fY S��07 I i fl[iT A o STA 4 +81 r ' 1§ IE B- `(M 7 LL z .-T c RIM= 111.00 33LF- 6- PVC! S. SRV o E IE 8' IN (S,E)= 106.44 r 5= 0.0674 5= 0.1439 �¢ IE 8' OUT (N)= 106.34 N nuq W a BLDG. C.O. BLDG Co.-, I, _� o ~ (L RIM= f 11250 f RLM 11350 F � z IE= 110.00 11E= 111.00 - . _ ' ' 0, ,' - 0 cE } •�-,-� - E r _ „ , �D PROPOSED 8' _PVC SEWER- LINE x m olF V -. , . 15 4 % PROPOSED 6' SIDE SERVEICE c Go -� - I . - _ PROPOSED SANIATRI' cl Go O+ - -- -_- -- - - -- ! SEWER MANHOLE 1V a _ �° PROPOSED DIREC77ON OF FLOW - s (n 1'£ - - - -�. . - • PROPOSED CLEANOUT p Ld co Ld — -_ o ;W N jo &WZ Y cq w �. 0 W � � o - Z EL \ - 4 - M - Q 97 -18 PROJECT NO. \ VM G \ - DRAWN BY \ 03 -03 -98 ISSUE DATE ti Z 04 -30 -98 o SHEET REVISION w f y o D REVISIONS: A) MY OF RENTON BUILDING DMSION- B) PED LOWERED FINISHED GRADES. REVISI0N5: A) FED. INCORPORATED WATERUNE CHANGES. 4/30/98 o tACIEIC E NOINEERING ®ESION INC.' CIVIL ENGI EERING ANA PLANNING CONSULTANTS s „ ROLL 15 8 R llk a a 'y 4' I� U pg4 Q w w J Ir U Li. 0 � n w rl C) Q w ry 0 ?: w v, ao yo ON LL- z N� 0 0 3v �- Q >- z w I— W a' a mo 'v E �d �E CN �IV c od a� S o CN A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 3i, T 23 N, R 5 E, WM. E)PRLK MAY 6. 1999 J EL 0 c (L W 3 W m a 3 7LZ L W Q �N�p CJ 0 a0 Xa LL W� 3n 0IL ;m.. i a jw-j I jZ ON 0 (� mm Nma V 97 -18 PROJECT NO. m I X O r I co O A z 0 x a co m rn cn 3 O O F e 6 N u) o_ m o n o � a N w W 0 a M — EXISTING GROUND (TYR) 130 i EAST 125 - - - -- -J - - - - - _ t25 FINISHED GRADE (TYP.) / / C 12347 120 - - _ . - BLDG. 26 20 -- / /// - - - O00753 BLDG 277 STA3+00 Riles 134.50 � _67. fit--- 127 - 8100 IE 8' OUT- 12740 IE 6' 116.07 8' WATER BLDG 25 IE 6' 113.42 - - - -- - -- BLDG 24 - -- - - - w 1015 - - - - ---- - -- -' - - -- _ - - - - -- - - - 105 SCWZ—= ! LIME ,A. SCALE-HP-20' STA aF00 - - - -- -- - V 'r- a^ SSMH #1 RIM= ' IE 8' W= 104.74 ®272306 OUT= IE 8' OUT- 104.64 E)PRLK MAY 6. 1999 J EL 0 c (L W 3 W m a 3 7LZ L W Q �N�p CJ 0 a0 Xa LL W� 3n 0IL ;m.. i a jw-j I jZ ON 0 (� mm Nma V 97 -18 PROJECT NO. m I X O r I co O A z 0 x a co m rn cn 3 O O F e 6 N u) o_ m o n o � a N w W 0 a M A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM. LLJ U N W 2 Y ` W a w w NORTH I NORTH o p LINE p END PAVNG 0 o 120 - -_ - - 9CAtEHT: 2D - - _ - - 120 - - Q w viss v, - - - - - - - PROPOSED GROUND (TIP.) 115 _ O :lE ATER ' EXISTING GROUND (TIP.) y 111.9T -- - - - -- - - - -- - - - -- _ - -- . _ ui lib STORM 0 IE 10B 80 - W _ - - - -- - - -- - -12' STORM C9 .2 179 LF 8' PVC O 0.004 196 LF 8' PVC O 0.004 / L07—�� - - - - - J 105 Ld Liz `a 105 - 106LF.8 PVC- 0.0.005 - A 2+ 3 E 85 SSMH 13 - } O v . IE 6' 10532 55W 42' - f BEDG 177 RIM= 111.00 48-0 � F- a STA 1 +06 IE 6 105 02 BLDG 18 RK= 113.77 IE 8' IN (S;E)= 106.44 Q o _ W a a _ BLDG 21 ►E 8' 6Y S 10556 IE 6' 103.97 SSMH' �1 48 6 � (� 8.75'W x 25'H ARCH PIPE IE 8' OUT (N)= 105.34 U o BLDG 22 . _ _ RIM= ,11554._ ._ - - �c -O- f05 Q9 - -IE -B' OUT (X)) 10546 - FE == 102 66 100 IE 8'' IN (ES)= 104 74 BLDG 20 IE 8' OUT (N)= 10421 IE 6' IM04 m IE 6' 104.01 BLDG 19 BLDG 23 -. _ _.. _.. _.- - ...__._ .... _._ _.__..-- - - -- - -- -- - - - -.- -.. -.. - _._ _.. -... _ _. _ _ -._.- - _._ -_ -. -- - -. -. o� a0 CONNECT TO EXISTING s /�® 8' SANITARY SEWER STUB !3 4' 5 NORTH EP _ 120 _ _.. _ - _ - ,'� 120 EXISTING GROUND (TYP.) (7 W I 115 00.0515 a w - - - -__ - - - -- _ - -- 135 8° P ��� IE 6' 11425 S4M ¢ 110 - _ - - - - IE= 109.75 - - - - - - - BEfJG -7 - - 110 X o Z ui 12° STORM 84 LF 8' PVC O 0.004 157 LF 8 ' PVC O 0.004 D IE 6' 113.44 m = 105 V _lE 6" 106.64 - lE 6' 107.39 E 6' 108.85 BLDG 8 ... SSMH� -48:0. V5 BLDG 14 BLDG 10 BLDG 9 Q I Whf= 121.57 IE 6' 107.50 L IE 8' OUT (W)= 114 57 BLDG 1z IE 6' 106.63 100 r wrnr. rs IE 6* 107.05 _ 100 z 7.i I REVISIONS: A) CI OF RENfON BUILDING DMSION. B) PED LOWERED RNISHED GRADES. 7/26/98 EXPIRES MAY 5. 1999 w Lu _J IL a W W w 3 FZ Z Q N 0 �N Q Y $� W w N (1 la 3 ®,. it L j i u L � i U Q& 0 /Q mm ama V u 97 -18 VMc DRAWN BY f 0 r- 0) I M 0 w z O a co D0_ rn 3 J C L cn mu O • 0 0� F_ 6� F O o N o V) n af Y . w w w 0 0 z 0 M SSMH jf4 - 48 70 TIFF B' STA 6 +39 SSMH 45 - 48-0 TYPE 'B' STA 7 +23 RIM= 113.35 a a I SEWER LINE S I ISSUE DATE 05 -01 -98 RIM= 112.57 IE $' -tN (S)= 107.18 _ - - - - _ _IE.8' IN (E)= 10.7.61 ._ - -_ - - - -- __ - � <r: SHEET REVISION IE 8' OUT (N)= 107.08 IE 8' OUT (N� 10751 BCAL.Ef H fL 20' Viz 5' i r I 1 1 M N U Y (n W W W (Y � U O Ir Ir Iz w D ,1 Q , C w a a ao oE! �z Y= OO 3E I- G i- W a a mo :o E •� v �E CV \ o� a0 S o O cD 0 A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM. IE 8- OUT (S)= 105.74 wwp .2.7 -2%2 3 Z REVISIONS: A) CItY OF RENTON BUILDING DMBION. B) PEp LO'. %FRED FlN6HED CRAD6. � f I IF -m9E3 MAY 6, 1999 W J_ LL 0 IC IL 3 W 0) Q 3 ZF Z Q N 0 m N a In In �LL w ®maa ccll Q v N o X3 4 w z Wa 0 Q 3M (� Qm �ma at V LL 97 -18 VM G DRAWN BY 03 -03 -98 ISSUE DATE 05 -01 -98 n m 0 rn r �1 lo N z O S a_ GO m Lp rn 3 a m 0 p.d M oc, ul tz c� N D o a ° °a J a N Lil W 0 z a 0 M -- S -a7 -cl8 STA 2 +63- , SSMH #12, 48 -0 RIM= 106.50 _ IE 8' IN (N)-- 100.49 _ IE 8 OUT W)= 100.39 IE 8' - IN (E�= 100.49 o PACIFIC E NOINEERINO QESION INC. o CIVIL ENOINEERINO AND PLANNING CONSULTANTS 24X ROLL } a.. 8 ■ . R 7 e '-i C,� r 1� SOUTH " " " 120 FlNISHED GRADE (TYP.) EAST / S m& 272 EXISTING GROUND (TYP.) EXISTING GROUND (TYP.) 120 - . - - - Q�27 j 36t PVC O SEWER LINE -D' 115 " - -_ - SPA 2+61 SSW 110 __ *8-O. _ #5 - - - - 124.90 _ -- VT -5' E OUT [l= 8' OUT (iii 117.90 ( SEWER LINE ft 'M ®Q0gi4 !E 6' � 1TI�DD IE 6' 10255 tt S' P� E 6' 113.26 IE 6' 10225 BLDG 30- Rr1rf �� SCALE- HP -20' f 8' WATER _ - - - " 621E _ BLDG .S no V P- S 81 LF 8' PVC ® 0.004 IE 6' 109.98 STA 14-99 SSWH -P .- 4rO -_ - V5 lE 6' 106.57 STA +81 RIM= 119.90 BLDG 16 SSMH #B - 0 IE e I N ((Wl1 O RIM= 11290 IE 11 IE 8 i(i0 STA 4+81 STA 0 +00 SSMH #3 - ..48.0.. TYPE B' (E 8 OUT= 6. T= (06 76 _ 10 _ __ aDiD RIM= 111.00 IE 8' IN (S,E)= 106.44 IE 8' OUT (N)= 106.34 IE 8- OUT (S)= 105.74 wwp .2.7 -2%2 3 Z REVISIONS: A) CItY OF RENTON BUILDING DMBION. B) PEp LO'. %FRED FlN6HED CRAD6. � f I IF -m9E3 MAY 6, 1999 W J_ LL 0 IC IL 3 W 0) Q 3 ZF Z Q N 0 m N a In In �LL w ®maa ccll Q v N o X3 4 w z Wa 0 Q 3M (� Qm �ma at V LL 97 -18 VM G DRAWN BY 03 -03 -98 ISSUE DATE 05 -01 -98 n m 0 rn r �1 lo N z O S a_ GO m Lp rn 3 a m 0 p.d M oc, ul tz c� N D o a ° °a J a N Lil W 0 z a 0 M -- S -a7 -cl8 STA 2 +63- , SSMH #12, 48 -0 RIM= 106.50 _ IE 8' IN (N)-- 100.49 _ IE 8 OUT W)= 100.39 IE 8' - IN (E�= 100.49 o PACIFIC E NOINEERINO QESION INC. o CIVIL ENOINEERINO AND PLANNING CONSULTANTS 24X ROLL } a.. 8 ■ . R 7 e '-i C,� r 1� SOUTH a 55TH ST. 120 FlNISHED GRADE (TYP.) S m& 272 EXISTING GROUND (TYP.) a 115 - - - -- j 36t SEWER LINE -D' NO - - - - SCALE-- H P- 20' _ -- VT -5' - 263 -LF 8' PVC @ 0,0799 ft 'M STA 0 +00 SSMH #11, 48'0 40L718"S7EEL CASING IE 6' 10255 tt RIM= 115.74 IE 6' IN (E YI)= 105.84 IE 6' 10225 BLDG 30- Rr1rf �� 10 IE 8- OUT (S)= 105.74 wwp .2.7 -2%2 3 Z REVISIONS: A) CItY OF RENTON BUILDING DMBION. B) PEp LO'. %FRED FlN6HED CRAD6. � f I IF -m9E3 MAY 6, 1999 W J_ LL 0 IC IL 3 W 0) Q 3 ZF Z Q N 0 m N a In In �LL w ®maa ccll Q v N o X3 4 w z Wa 0 Q 3M (� Qm �ma at V LL 97 -18 VM G DRAWN BY 03 -03 -98 ISSUE DATE 05 -01 -98 n m 0 rn r �1 lo N z O S a_ GO m Lp rn 3 a m 0 p.d M oc, ul tz c� N D o a ° °a J a N Lil W 0 z a 0 M -- S -a7 -cl8 STA 2 +63- , SSMH #12, 48 -0 RIM= 106.50 _ IE 8' IN (N)-- 100.49 _ IE 8 OUT W)= 100.39 IE 8' - IN (E�= 100.49 o PACIFIC E NOINEERINO QESION INC. o CIVIL ENOINEERINO AND PLANNING CONSULTANTS 24X ROLL } a.. 8 ■ . R 7 e '-i C,� r 1� U S Y � LI O L'I U) O z LLJ J U 0- Q 0� J Ld CD LLI V) ao A. z LJ `? 00 3-o a > z .2 w F- W a' a 5E c %i c rn c O y g s o O U) BENCHMARK: o A. D/ A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31 ' ! ! T 23 N R 5 E WM. �— CITY OF RENTON #1927, ELEV. = 123.704 Fy TOP OF BRASS DISC IN CADE, IN WESTERLY PAVED SHOULDER OF TALBOT ROAD, 50' DATUM: SOUTH OF CENTERLINE OF S. 192ND STREET. VERTICAL: NAVD 1988 CITY OF RENTON #1227, ELEV.= 154.81 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT. TOP OF BRASS PLUG IN CASE AT A P.C. ON TAL30T ROAD SOUTH AT INTERSECTION zo 0 20 4o F c G NA WITH S. 45TH PLACE. SCALE: 1" — 20' A C '�IZr Za00 NOTE: SIMILAR MONUMENT LOCATED S. 24' E, 11.4' � _ � — — — — — — — — — — — — — EXPIRES: MAY 6, 20017 p O O } -+ N I + Z ° TALBOT °ROAD Q rr 3 W — 132 132 6 6 6 5 5 6 6 6 6 5 5 5 5 $ 4 4 _ - — 5 - _ a 5 5 5 4 4 _ 2 4 6 — ? __.. .fi... _, __ _.- _._ _. _ :_ .._ t' — -_._ _ 2 U7 r Ol I M X 0 m n I N) 0 z 0 Ld w 0 0 M Enw En Y Q af w 0 0 Z o STA 0+00 Q SSMH 111 - 48 "0 a I RIM= �# 117.85 A.B. - - - - - - - - \\ IE(6 °IW)NW= 185.84. 105.56 A.E. " [ 97 -18 IE(8 "IN)NE= 1074 -- }05.68 A.B. t t s3 IE(8 °OUT)= 105.52 A.B. - - /`-1 PROJECT NO. I I VM G DRAWN BY As —BUILT 03 -03 -98 As built information provided by. ISSUE DATE ESM Consulting Engineers rr Fed South Bth 98003 02 -15 -00 SHEET REVISION REVISIONS: A) PED. ADDED SEWERUNE SLEEVE UNDER DUMPSTERS. 4/30/99 REVISIONS: A) ADDED SIDEWALK 5/22/99 REVISIONS: A) AS -BUIUS 2/4/00 DOW I (206) 623 -5911 Centre Pointe Surveying 33639 9th Ave. South IL Federal Way, WA. 98003 (253) 667 -1901 rD I I u o° o CIVIL ENGINEERiNO AND I� I PACIFIC E NGINEERINO ESIUN INC. o PLANNING CONSULTANTS f' 7''' °1 RCANNED iAAP 3 0 2000 3:4 1 —� — 124 i - 32 I J I __- t� , i :' FF -122A I a te - I ,O / 120.72 A.B. r C.O. / R1 s G6. 4f A. 2 I. ' f . 1 2. 3 i 34LF A.B. I o 3SSn 444e A.B. �T /F - 6 PVG RV , — - -- - 3 S81# -- -- !t 1 ' - -- —� - - - --- -- -'�' 1 661E 6 P S Shy �4; 2 31F 8 P ,- r. } �. INSTALL SSMH#12 AND 140 LF r-` 5 -99# 00258,AB � : ti Qii.92 A.B a I 8 PVC AS PART OF OFF -SITE IMPROVEMENTS. C. 0. y �; 1. t m \ j �./�4 - -� - SSMH 12 - 48 "0 I 2 I : (' I °0 'IE= 109.3'0 NOT FOUND A:B ( 401E 18 STEEL CASING = = �! RIM= 10&.-58 106.54 A.B. IE 8° IN (E)= 10OL49 (EXISTING, FIELD VERIFY) 98.73 A.B. .I> 10JF 6° S =.020 VCS SRV I r - = ---"` ' 30 BLDG. 1r.0.� �. I I IE 8" OUT W)= 1BB-39 98.65 A.B. 3 "E - l` _ _ ^� : . I RIM= ( IE 8" IN (NS= 499:49 98.73 A.B. BLDG. C.O. i '11 J_is J J _I. l 1 _, d __ a t 11539 A.B. ff /1E0= 6 S k9F V0C S6. F7, F7, _ J 8 .i298 O A3.8 B . % 4 2+ 00 S34= 9 7 6 8P. .0 A.B. 63 . 114.55 A.O L7 �ry IE 199:& 110.3 A 5r.•, _ _ :? I L ;" o I Fr— 410.0 U7 r Ol I M X 0 m n I N) 0 z 0 Ld w 0 0 M Enw En Y Q af w 0 0 Z o STA 0+00 Q SSMH 111 - 48 "0 a I RIM= �# 117.85 A.B. - - - - - - - - \\ IE(6 °IW)NW= 185.84. 105.56 A.E. " [ 97 -18 IE(8 "IN)NE= 1074 -- }05.68 A.B. t t s3 IE(8 °OUT)= 105.52 A.B. - - /`-1 PROJECT NO. I I VM G DRAWN BY As —BUILT 03 -03 -98 As built information provided by. ISSUE DATE ESM Consulting Engineers rr Fed South Bth 98003 02 -15 -00 SHEET REVISION REVISIONS: A) PED. ADDED SEWERUNE SLEEVE UNDER DUMPSTERS. 4/30/99 REVISIONS: A) ADDED SIDEWALK 5/22/99 REVISIONS: A) AS -BUIUS 2/4/00 DOW I (206) 623 -5911 Centre Pointe Surveying 33639 9th Ave. South IL Federal Way, WA. 98003 (253) 667 -1901 rD I I u o° o CIVIL ENGINEERiNO AND I� I PACIFIC E NGINEERINO ESIUN INC. o PLANNING CONSULTANTS f' 7''' °1 RCANNED iAAP 3 0 2000 3:4 1 U Y W W Z W v of Z U Q [if J W � U ry Q a � W 's LL- z s 00 3 E � a 5 ~ LLJ a' a SIR 6; �I 0 od 0 CD a� `S f o _II � Z 0 W A PORTION OF SW 1/4 OF THE _SE „_ -SECTION 31, T 23 N, R 5 E, WM. 0 0 0 0 -. ... + _ _ - �_.. _.___ _...... +._.- TALBOT ROAD }' oo + N i -- 2 1 7 I � W .Z V 4z J •• I U) rn i Q 13 X 3 w W � Z l; Q J Li n Q aiJ W Z `;E OQ 3E �o c �E E o d S o_� s o A ITI0T A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM. 4 MATCHLIdE. SEE SHEET C17 C/ 6 PVC 23 L I i� r 7 -R&F S. SIR ` S I N r I pp ,. ;2 =O.� ° 0.2550 B. FF- 1241:0 1 1 n 20 116.55 A:B. / ! I LEGEND �� J t �99A _� % 30LF A.B. 114.13 A.B. h SEWER LINE �I I 1 o 321 F: l 6 -PVC S SRV. - ) PROPOSED 8" PVC l L" y 5-� 2784 PROPOSED 6" SIDE SERVICE i f PROPOSED SANITARY ® N i = ; x' 0+82 AB S. 105.5; 7i . SEWER MANHOLE PROPOSED DIRECTION OF FLOW 15' SE R i I 1F -122.0 # LE.= 195 6# BENCHMARK: BLDG. C.O. IM =41£36 11 .78 A. 1 = 14489 11 .67 A.B. \I 4 2+85 I= tt3317 114.29 Ak 8" IS188° OUT(N)B� 4fs 5.`7 e PROPOSED CLEANOUT I ___ I � '�� 0059 �'n - +34� - I I �'i • 8 A -B. 4 0• I.E. CITY OF RENTON #1927, ELEV. = 123.704 TOP OF BRASS DISC IN CADE, IN WESTERLY PAVED SHOULDER OF TALBOT ROAD, 50' SOUTH OF CENTERLINE OF S. 192ND STREET. CITY OF RENTON #1227, ELEV.= 154.81 TOP OF BRASS PLUG IN CASE AT A P.C. ON TALBOT ROAD SOUTH AT INTERSECTION WITH S. 45TH PLACE. NOTE: SIMILAR MONUMENT LOCA .D S. 24' E, 11.4' DATUM: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT. L 20 0 20 40 SCALE: 1' - 20' 0 AS -BUILT As built Infor atlon provided by. � ESM Consulting Engineers 720 South 348th Street Federal Way, WA. 98003 (206) 623 -5911 Centre Pointe Surveying 33639 9th Ave. South Federal Way, WA. 98003 (253) 661 -1901 o wvVo-27 2523 Z REVISIONS A) CRY OF RELRON. 8) PED LOWERED RNISHED GRADES. 3/26/96 PENSIONS: A) PEO. INCORPORATED WATERLINE CHANGES. 4/30/98 REVISIONS: A) AS- BUILTS 2/4/00 DCW I FF�i20.0 I �` ' BLDG ao. a 14LF A.B. BLDG. 449�- 6" PVC S. ,SRV. S= D.Z820 0,8486 A.B. 8i 7;- 0+63 A.B. I _ 0+ B. Jy . E110.5 A B I.E.= 104.01 10451 17 2 6" VC S SRV. \60 S=6.259& S X99& 0 0022 A ' e r 0.1875 A. . PVC S SR A.B. 01 E . � ''z t `� 0.1258 A. S. - a • . :I ''::::, .. ' ' -' ,t. .118 A.8 _ -- �* RIM 6-11 73 .B. O 19 a o+ 0 +57 A. 1 ENT• i - 110.21 .B. U SSMH A.B. � IE. 193.•91` v �r RIM = 117.94 A.B. DD ! 104 50 A B INV.(8 °IN)= 104.37 A.B. II I r.�- - 1 '_ %GAR• EP1T• W INV.(8 "OUT) - 104.27 A.B. -- - - - - -- �1T -0 \' s GAR. ENT. GAR. ENT. IECT TO GAR•T. W - = 117.0 - _ GAR. ANT. = 117.0 {` l G 17• ; r Z•0 BLDG. C.O. � W 7NG 8 SEWER LINE 1 - 117!0 l- t - \ l DEI SHEET C2 OF 3 .I 42LF 6" VC S SRV. 1.- -'STA 1+ - 114.49. A.B. DETAILS) f BLDG. `C.O. S 0.1852 A. \ RIM= 11 .54 A.B. IE= t f# 89 A.B. i t (3 RIM = 4 -,' 115.90 A.B. I t IE 8° IN S E)= 104:69 A.B. 2 1 W i IE ffi3 & 112.28 A.B. i . 1 IE B" OU (N)= 104.59 A.B. s , f Z SSMH A.B. i GAR. ENT. QO- \! V RIM =116 04 A.B. I FF= O = 117.0 INV.(8 "IN) 104.05 A.B. F- INV.(8 "0UT)= 103.95 A.B. I 22 I 1 Q I I 110 11 LT EXPIRES: MAY 6, 2001 Z Q L ; ju i v 0) 3 W IC Nm f7 o XQ W >: q Q N U ''I aWQ W Q�II V 97 -18 VMI� DRAWN BY UL- 1 J -UU SHEET REVISION r rn I i7 0 I M t 0 0 N 0 3 Ld ug o o M W F D a W 0 0 z a I C) O PACIFIC E NOINEERINIG DESIGN 'INC- o CIVIL ENGINEERING AND PLANNING CONSULTANTS A r3 SCANNED MAR 3 0 2000 5a e 9 a 9 0 a, BENCHMARK: U CITY OF RENTON #1927, ELEV. = 123.704 TOP OF BRASS DISC IN CADE, IN WESTERLY PAVED SHOULDER OF TALBOT ROAD, 50' SOUTH OF CENTERLINE OF S. 192ND STREET. CITY OF RENTON #1227, ELEV= 154.81 TOP OF BRASS PLUG IN CASE AT A P.C. ON TALBOT ROAD SOUTH AT INTERSECTION WITH S. 45TH PLACE. NOTE: SIMILAR MONUMENT LOCATED S. 24' E, 11.4' 0 0 I + A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM. DATUM: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT. 0 0 ? 00 + 31 I n 0 E-RES: MAY 6, 2001 Z Q IL 3 w M 3 0 N �ry oo C Y N LL W QN U S;dN W W 0 (Q mm IL V LL 97 -18 BLDG C 0 a RIMG. I 00 120.68 A.BO I a o F F iDO i Bill" VMG = DRAWN BY < :.. '/!� . _' .. `.. - I.E.= a- 1 -2�•1- 1 s a ESL 6` RV sRV s �..t . I 117 A.B. 11s.00 A. 03 -03 -98 •1H- -..,• l-7'¢ I 2 i ISSUE DATE - - - -1 OUT (W)- \ p y 0.1725 A.B. I F�116.0 0 +41 A.B. 6 __.... --_ SSMH l ^3 02-15-00 Z STA +81 / = m9 a \ FF M.011 t �' 281F 6'- -PPV &SSRV. A.B f\�7 -E3U1� o RIM ='B 11317vA. 10.6 B. � SHEET REVISION 0 IE 8' INs}IidF 1¢7. A� �� k `L/� B` S=B 1954 0.0957 A.B. , As built Information provide by. - •186 -761 e 1 _ ESM Consulting Engineers ZI IE 8' OUT- 10 11 B. ai 1 0 98003 '. Y zqq gg Federal South Way, 348th S 1' treet F116 I FF�1150 N3 F114A0 I.E. IE=188:$6 BLDG. C.O. (206) 623_5011 `t I i RIM = 1-14 -5C 113.98 A.B. .35 A.� 'I' IE =iM.88 11 3 A.B. Centre Pointe Surveying 33639 9th Ave. South _.I - Federal 5 1-1901 98003 i FF61f O 5 661- 01 O Wwlo - z 7 -272 3 REVISIONS: A) CNY OF RENNN. B) PED LOWERED FINISHED GRADES. 3/28/98 REVISIONS: A) PED. INCORPORATED WATERLINE CHANGES. 4/30/98 REVISIONS: A) AS- BUILTS 2/4/00 DCW Ln 0) r I M Q O n rn n I n a co 0 N Z O w UU) 0 0 M w u) rn Y of a- w w 0 0 M MATCHLINE. SEE SHEET C20 PACIFIC NGINEERING v�SIGN i :iC. o clvll ENGINFFRI!�G AND PLANNING CONSULTANTS gCANNED MAP 3 0 2000 LL 166 3 44 LIJ Z Q 6.�.Y`. 5.J. ~�.J� 4 a i- .... -L.: L.�. = �-. 2 ;l._. 2 - �.2T -- 138 -- -_..� ..:- - - --- 136. ._ _ " W Cf) -._- I I I .f3 I P t I 1 - - • I �. R E C EL ®C�. I o I 1 . UF'P�i LEi/EL Y 6. i ' z ". s • y o" BLDG. C.O. 4 .. ::. Fr--W.0 FOOL 1 ani o o N FF� -'12 RIM = .O 13Sh16 A <B. i .: I F F-12 .O i .. FF� O I g : r I ! � L.� Z s.� IE= 10 All I 1 BLDG. C.O. RIM-12&56 129 AB. I BLDG. C.O. - RIM= l:2A56-1 43 A.B. 1 a - _ _ - _ BLDG. C.O. Ff28 O ! RIM = i2 59 i 3 A.B. �- 3Q 124.88 A.B. 1 <58 IE= 9z'3i6 IE= �z'4 - _ -'!" li 1127.15 AB- 1128. I I- 123:37 A.B. 123.17 A.B.1 ; W as F I I I I 1 I '. ; 77.77, U 0 "a } y! . t W '` 54 VC SRV " 1 - 1' -- 1 6LF 6' S. SRV. ` _ - 4 all S ,- GAB A -0.02 -, �' ` ,.. F LEGEND a� _ RO606 A.B r r Ai ` f 49LF'PVC S SRV. �•• 2 \ _. - SLF S° PVC S SR % j 1 I PROPOSED 8" PVC SEWER LINE PROPOSED 6" SIDE SERVEICE / s W LLi 7 CF 6' PVC S. SRV. A: tiy0 _ r X'N " -`- = a 0.1266 A.B. I I F�127 •0 x ® PROPOSED SANIATRY -- - I SEWER MANHOLE O1SS SRy • PROPOSED CLEANOUT J- SSMH' 16 48'p f r ' "6= 0.0535 RIM= 126.53 129.18 ry ; FF-125.0 i F- = E 8 OU W)- 1#z9B- ��@ { 15' SEWER'" ' " EASEMENT S 16° C.O. B �y i 121.2 A'B (TIP:)' 1s^4 i tiJ E 6"1' <. < . I Fr r cD ,, •. ,_ _. -�.. ( 6 ,l. A F124�0 L - 1 BLDG. C.O. °- F 126.0 I 124 - - F�-1 O I - - - I 406F'6' PVC S.SRV. A.B. 1 1 RIM = 120.28 A.B. _ 1 50A'B 4" 36LF�r' PVC S. SRV. I 2 .. i _.__S 0.10- 27 A.B. - ^ LE.= 113.26 T� SSMH - 48 "p TA 8+58'' � F122.0 BLDG. C.O. RIM =4' .5b 121.54 A. ! 1 I I I I O / r RIM'•= T• 121.35 IE 6'IN(E)= 1+4.67 I "OUT(W)= N ' 9 1 I w IE llA0 ,' 18.22 A.B. '" .. I ( BLDG. C.O. \ IE 8 90 f +22 AB. LE. gg Ff .0 ° I 2 ;' RIM= 41138 12.46 A.B. ^ `' - - - - - - - - -}}3 1,: 14.25 A.B. 28LF 6' PVC SSRV. A. ' e 1 IE= 1-1758 'f 117.07 _ { 4 c= '- o.428�e� 0.1161 A.B. 1 } DO _ -- � \ ` - - -7 7 0 E-RES: MAY 6, 2001 Z Q IL 3 w M 3 0 N �ry oo C Y N LL W QN U S;dN W W 0 (Q mm IL V LL 97 -18 BLDG C 0 a RIMG. I 00 120.68 A.BO I a o F F iDO i Bill" VMG = DRAWN BY < :.. '/!� . _' .. `.. - I.E.= a- 1 -2�•1- 1 s a ESL 6` RV sRV s �..t . I 117 A.B. 11s.00 A. 03 -03 -98 •1H- -..,• l-7'¢ I 2 i ISSUE DATE - - - -1 OUT (W)- \ p y 0.1725 A.B. I F�116.0 0 +41 A.B. 6 __.... --_ SSMH l ^3 02-15-00 Z STA +81 / = m9 a \ FF M.011 t �' 281F 6'- -PPV &SSRV. A.B f\�7 -E3U1� o RIM ='B 11317vA. 10.6 B. � SHEET REVISION 0 IE 8' INs}IidF 1¢7. A� �� k `L/� B` S=B 1954 0.0957 A.B. , As built Information provide by. - •186 -761 e 1 _ ESM Consulting Engineers ZI IE 8' OUT- 10 11 B. ai 1 0 98003 '. Y zqq gg Federal South Way, 348th S 1' treet F116 I FF�1150 N3 F114A0 I.E. IE=188:$6 BLDG. C.O. (206) 623_5011 `t I i RIM = 1-14 -5C 113.98 A.B. .35 A.� 'I' IE =iM.88 11 3 A.B. Centre Pointe Surveying 33639 9th Ave. South _.I - Federal 5 1-1901 98003 i FF61f O 5 661- 01 O Wwlo - z 7 -272 3 REVISIONS: A) CNY OF RENNN. B) PED LOWERED FINISHED GRADES. 3/28/98 REVISIONS: A) PED. INCORPORATED WATERLINE CHANGES. 4/30/98 REVISIONS: A) AS- BUILTS 2/4/00 DCW Ln 0) r I M Q O n rn n I n a co 0 N Z O w UU) 0 0 M w u) rn Y of a- w w 0 0 M MATCHLINE. SEE SHEET C20 PACIFIC NGINEERING v�SIGN i :iC. o clvll ENGINFFRI!�G AND PLANNING CONSULTANTS gCANNED MAP 3 0 2000 LL 166 3 44 ° ' °�' "`""°"°"' e4 PORTION OF SW 1/4 OF THE SE 1/4 OF SCG I ION 31 I ZU N H 5 t WIM. GCE sH "F9 CITY OF RENTON #1927, ELEV. = 123.704 v N TOP OF BRASS DISC IN CADE, IN WESTERLY PAVED SHOULDER OF TALBOT ROAD, 50' DATUM- SOUTH OF CENTERLINE OF S. 192ND STREET. VERTICAL: NAVD 1988 CITY OF RENTON #1227, ELEV= 154.81 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT. TOP OF BRASS PLUG IN CASE AT A P.C. 20 0 20 40 ° STER ON WITH TALBOT ROAD SOUTH AT INTERSECTION SCALE 1" - 20' ebMl S /08AL E 00 NOTE SIMILAR MONUMENT LOCATED S. 24' E 11.4• MATCHLINE. SEE SHEET C19 -_ 1 - --- FF -112.0 [ I I �E D}g6e al qG 1 V BLDG. C.O. 1 106.9358 f SEWER �C" I_ B BLDG. C.O. BLDG. C.O. _ �-" 0 . YA 1 .[ 3.21 20/ pt47 A.B.b�. AB. I Z •41 15' 'SE R w , - `. i L - - _ - i 'v0i o IE— 19099 I I.E.= 496:-63 1 I o 106.37 A.B. 10700 A.B. ae f; z e a a I LF 6' PVC SSRV. A.B. / Oj 36LF 6" PVC $.S - -_- Q - f - �� - S=. f8#t 0.1473 A B. _ g _ f07 90 2 SSMH S5 - 48 "0 TYPE "B" S= 0.0536 - + 50 BLDG. C.O. STA 7 +23 11 Q _ _ _ RIM= W e w d _ _ x_ i.E. =106. .� RIM =4#�- 113.59 A.B. �"— ^ _ _ ti 113.55 A.B. IE 8 "IN E =197:61 108.14 A'.B. U tik 1981E Qro to - - - -- - -- f IE= 11 4 Q W - 1861cF Sm1 C . - 7+52- IE ()- .0 A.B. 157LF 8" ?VC, SS 1 E =107 05 LLJ - 5 fir` � 8 "OUT N '-row;- 108 y ` G.994 0.0052 A.B. ! 0 062 P RV A B a) LL J JJ . I S 0.08 2 VC 6 +39 e a ° � SSMH - .48 "0- TYPE ,B" ,1j - I I --IE OUT(N)1 _ RIM= ob :STA 4+81 ` - I 107.E : '8 li z s RIM= 1.11.99 112 521 A B 50LF 6" PVC S. SRV. A.B. 33LF 6" PVC S. SRV BLDG. C.O. lg 00 3Q IE 8 "OUT N- 106 76 A.B �. S=9:96-7# 0. 058 A.B. 1: I S= 0.1439 ' 4Blp- 14-106.66 k f I - i it RIM= ' .60 A.B. t 7 0 IE 81N(S E) 496 -44�, ° (.) . 3 -- _! � IE =#41.861 9.60 A.B. i Ji M= 113.80- I i w W' d RIM= 113.2 I ® I 111.00 O ,t z g (' IE= )i NOTE: B G C O. WAS , 0s c r ` _ U 1 ' 107. 9--AB. LOCATED JNDER CONC. PORCH I )� =� LEGEND 0 O ACCESS ROWDED TO PONE __ E "i 't•`? I C.O. LOCATED IN CRA SPACE: k PROPOSED 8" PVC SEWER LINE 0 n`I l I (li-_. T -'' 15 f,p ACCESS TO PAWL.,-1� - Y . EICE - l 0000 -r e - _ PROPOSED SANIA i PROPOSED 6" SIDRSE �� I o E: I - ^ ( JI E _I r _-- tPt :, j r"� - +' - - -� l ® SEWER MANHOLE E N rn RV W g PROPOSED DIRECTION OF FLOW _ �s 0a _� ; r ® PROPOSED CLEANOUT 3 _v- Li w 104 w 00 co .- \ \ \ \— ton J oz - 20, 98 mm llUU99 N rl /0? rill „-- �.- _- -- ----' 0 ; � I- II k Q \ 331 On z of _ Lj O 0 Z a 0! 0 x \ 97 -18 PROJECT NO. VMG DRAWN BY 03 -03 -98 ISSUE DATE AS— BUIL"T " SHEET 1RE VIOS ON En \ - As built Information provided by. ck� ESM Consulting Engineers 720 South 348th Street Federal 206) 623 -5911 90 °CO3 - , Centre Pointe Surveying 9th Ave. South Feder O Federal Way, WA. 98003 (253) 661 -1901 o p s7-27z3 �. Z rr A' CIVIL ENGINEERING AND REVISIONS: A) CITY OF RENNN BUILDING ONE CH B) PED LOWERED REASONS: GRADES. UILTS 3/26/98 � PA ( _ I F' c N IG' N C C. R'.' V IG E � ! 0 �l REV510N5: A) PED. INCORPORATED WATERLINE CHANGES. 4/30/98 REVISIONS: A) AS- RUILTS 2/4/00 OCW �-/ y ® 44-- PLANNING CONSULTANTS :5,- '7'? /? SCANNED Ir1AR 3 0 20M _.. -. - f A IBM 7 rf � C', U Im Y = w W W. _J [if IY W 2 U Q W ry J a 0 W y U) i LL- Z s:=_ 00 34 F- a a � a U \c �o v� E -,E o>. i I `c o v FL f O x z Ln Of0 Of A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM. 2 W NORTH n n NORTH SEWER LINE B p END PAVING z SCALE- H- F- 20 120 V - - - - PROPOSED GROUND (TYP.) - -- - -- 115 115 8" WATER , EXISTING.GROUND (TYR) Ld f10 -- IE= nr97 - - 110 12" STORM - o IE - 1D8.80- - W 198 LF A& ------ - - - - -- - 92 STORM N 182 LF A.B. 8° - 44LF 8' 98 LF ° 0.0022 A.B.i9 -EF 8" PVC ®ff9B4 0.0059 A.B. - iest�8_PVa._oaeg - -- _. _ - -- - -- - -- -- -- - - -- -- - - -- - -- - \ PVC _ - STA 4 +s1 2105 ®0.004 A.B. i0$ PVC-A.B.- - STA 2 +85 106:01 A.B. - - 105.57 A.B. IE 6" 106.06 RIM H #3 48-0 U S= 0.0050 A.B ' 105.15 A.B. IE 6" 46§3 SSMH i�2 - 48 0 BLDG 17 1 }r:69� 112.52 A.B. � 104.50 A.B; STA 1 +06 6 "'� BLDG 18 RIM =+-3.��114.29 A.B. IE 8" IN (S,E) =#66- 44106.76 A.B. Q IE 6` }A33�! SSMH; ipi - 441-0 BLDG 21 LIE A.S. IE 8' IN (S)= 4B53fr 105.87 A.B. 8.75'W x 2.5'H ARCH PIPE IE 8" OUT '(N)- -19634 106.66 A.B. + IE =- 102:66 100 100 BLDG 22 _ RIM -115.34 A.B. - -- -- - 1E..8' 'OlJ1`tNJM�r}G 105.77 -fiB: IE 8 "IN(E,S)= 464-74 104 59 A.B. 105.18 A.B. BLDG 20 104.51 iA.B. IE 8 "OUT(N) -49" "' IE 6 'fe5.e4 IE 6" 46464- BLDG 19: BLDG 23 95 LSSM14A.B. - - - _ 95 - RIM =11794 A.B. INV. (8'1N.)= PO4.37 A.B. INV. 8 °OUT)= 104.27 A.B. NORTH EPS� i EXISTING GROUND (TYP.) , W m AB 0.0500 W ---- - - - - -- - 135 LF 8' PVC ® r IE 611300 A.B. - -- - ' W CO - - i - _ -!, - - - IEM'109.75 _ - -.. -- -_BLDG 7 -- Uj - - - 12 "' STORM a4 LF 8` PVC, ®� 664- 0.0044 A.B. Z 157 LF 8" PVC 0 B.664 0.0052 A.B. 114.25' A.B. J IE 6"+13.4+- 3: IE !6" r^i� ._. IE 6" BLDG 8 105 U IE -6 "_ _1.06.64 NOT FOUND' A.B.) BLDG 107.90 A.B. BLDG 19&95 109.35 A.B. SSM #6 - -48 °0 - 10Jr LDG 14 ExFiRES: MAY 6, 2001 W J IL it W 09 3 W 0: N Q N Wr It W } U �a3 Ir W- U W V 97 -18 Q 108.02 A.B RIM :IN (g 1214 6 A.B. UMG IE 6" IN T (W) 114. 115.00 A.B. IE 6' 19�� 10.700 A.B. NOT FOUND A.B. BLDG 12 & IE 8' OUT (W)= 114.57'114.90 A.B. DRAWN BY BL V0 03 -03 -98 � BLDG 15 BLDG 13 ISSUE DATE SSMH #4 - 48 "0 TYPE "B' SSMH 48 °0 TYPE B" BED" 106.62- 105.99 A.B. STA 7+23 >e B G 11 STA 6 +39 RIM = X113.59 A.B. SEWER LINE B AS -BUILT 02 -15 -00 RIM 1+244 112.92 A.B. SHEET REVISION IE 8" IN (S)�.W 10767 A.S. IE_8 "_IN T (N)={�% 10108. A.B. - _ - - -__ -_ - IE 8" OUT (N) =46� 51 108.04 A;B. IE 8" OUT (N)= #AABB• 10757 A.B. CW%i4LBHT On' As built information provided by. VV w10 -a7- -Z 7-7 3 RMONS: A) C OF R MON BUILDING DMSION. B) P LOWERED FINISHED GRADES. 3/26/98 REVISIONS: A) AS-MILTS 2/4/00 DCW LO m I U< O I, rn I M a 0 0 z O 0- 00 00 rn 3 QJ in (n O O 10 W in in N CL w U-1 0 0 z a 0 V f- 5' ESM Cons South ultin En ineers z4Bth Street Federol Way, WA. 98003 (206) 623 -5911 - - - - - - Centre Pointe Surveying 33639 9th Ave. South Federal Way, WA. 98003 661 -1901 (25 (253) o PACIF=IC E NIGINEERINO DESIGN i vC. o CIVIL ENOINEFRINO AND PLANNNINO CONSULTANTS /Ei(3 ; _ 2/ `'' e� <CANNED MAR 3 0 2000 BALL 166 3 4 6 o Y U) ILLI w w -j (If II C) 0 < 3. M LL- 00 E L -LJ Zu4 o!a- D, ,E CL o �S9S� mn� mne A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM. SOUTH S. 55TH ST. no 120 FINISHED GRADE (TIP.) EXIS77NG GROUND (TYP.) L5 115 iff 36+ w 10 263 -LF 8' 0 PV, V5 0.099 STA 0+00 SSMH #11, 48-0 101,31 A.B. RIM=Iffs.74 11785 A.B. -IDLF 18' STEEL CASING IE 6. 442,� IE 6" 1e2:2M 100.92 A IE- 6- IN--(EW)= f9&8f -105.-68 A.B. 100 1E 5" OUT (S)= 105:34 105.52 A.B. STA 2+63 SSMH #IZ 48-0 R1114=406-.59-106.54 A.B. 1E 8: IN (N)=190.49 98.73 A.B. IE 8. OUT (WI=190-39 98.65 A.B. IE 8 IN (E)=;ga 49 98.73 A.B. A-v,0 - ?7 -272 7 REVISIONS, A) CRY OF RIEKFON BUILDING DIVISION. 8) PED LOWERED FINISHED GRADES. I -- SEWER LINE AD" SCALE.- HP- 20' VF-51 PACIMcENOINEERINIG IDE IS 1 IKI 41 11 IN C--e ROLL 1 �6 AS-BUILT As built Information provided by. ESM Consulting Engineers 720 South 348th Street Federal Way, WA. 98003 (206) 623-5911 Centre Pointe Surveying 33639 9th Ave. South Federal Way, WA. 98003 (253) 661-1901 E--: MAY 6, 2001 0) Uj -i T R 0. Q Uj LU (D z 0 cq N V Uj V.11 0 L 4 C4 _j 0 97-18 PROJECT NO. VMG DRAWN BY 03-03-98 ISSUE DATE 02-15-00 SHEET REVISION 0) 0 I, 0) In 0 S� Lij z 0 9 in Li in 0 0 N F2 11 Ile 0- 0 0 z 0 I') �2 I CIVIL ENOINEERINO AND PLANNING CONSULTANTS -T? S z 7.a 2 e SCANNED IOR 3 0 2000 25 EAST EXIS71NG GROUND (TYP.) 120 -- --- -- 120 A-E 3- qk� LF A-B4O o527 0.0893 1 PVC 0 STA 2+61 . 115 H5 SwIlf-48"o RIM-- 99 128, 73 ABi2l.22 DNE� A'S' 1E 8- OUT A.B. SEWER C 0890 1E 6' IN=;;& 99 12 1.12 A.B. 10 SCALE, HF- 20' PAC IE 6" 113.26 T FOUND A.B.) ffo ffo --8. -WAT-IR- -8* 62 BLDG -5--- - V F- 51 81 LF 8' PVC OiO.064 0.004,3 A.B. ;1E IE 6" ;QA.98 110.86 A.B. V5 STA I-1-ria SSMH-109- V5 6° 466.-5- 106.90 A.B. STA 0+81 RIM-11✓•.90 119.82 A.B. BLDG 16 SSM - 48-0 IE 8: IN (E)=1!J.QQ 112.83 A.B. RIZZ�- 113.17 AIB. IE 8 OUT (W)=112�919 IIZ73 A.B. IE 8- IN--*Q&.8& 10i.'121 A.B. %���STA 0+0 IE 8" OUT--4G&.-76-107.11 A.B. V0 1w 0 7�W-V RIM=41f.00 112.52 A.B. -- iE a, IN (st)-imm id6.76 A.B. IE 8- OUT (N)=IM34 106.66 A.B. SOUTH S. 55TH ST. no 120 FINISHED GRADE (TIP.) EXIS77NG GROUND (TYP.) L5 115 iff 36+ w 10 263 -LF 8' 0 PV, V5 0.099 STA 0+00 SSMH #11, 48-0 101,31 A.B. RIM=Iffs.74 11785 A.B. -IDLF 18' STEEL CASING IE 6. 442,� IE 6" 1e2:2M 100.92 A IE- 6- IN--(EW)= f9&8f -105.-68 A.B. 100 1E 5" OUT (S)= 105:34 105.52 A.B. STA 2+63 SSMH #IZ 48-0 R1114=406-.59-106.54 A.B. 1E 8: IN (N)=190.49 98.73 A.B. IE 8. OUT (WI=190-39 98.65 A.B. IE 8 IN (E)=;ga 49 98.73 A.B. A-v,0 - ?7 -272 7 REVISIONS, A) CRY OF RIEKFON BUILDING DIVISION. 8) PED LOWERED FINISHED GRADES. I -- SEWER LINE AD" SCALE.- HP- 20' VF-51 PACIMcENOINEERINIG IDE IS 1 IKI 41 11 IN C--e ROLL 1 �6 AS-BUILT As built Information provided by. ESM Consulting Engineers 720 South 348th Street Federal Way, WA. 98003 (206) 623-5911 Centre Pointe Surveying 33639 9th Ave. South Federal Way, WA. 98003 (253) 661-1901 E--: MAY 6, 2001 0) Uj -i T R 0. Q Uj LU (D z 0 cq N V Uj V.11 0 L 4 C4 _j 0 97-18 PROJECT NO. VMG DRAWN BY 03-03-98 ISSUE DATE 02-15-00 SHEET REVISION 0) 0 I, 0) In 0 S� Lij z 0 9 in Li in 0 0 N F2 11 Ile 0- 0 0 z 0 I') �2 I CIVIL ENOINEERINO AND PLANNING CONSULTANTS -T? S z 7.a 2 e SCANNED IOR 3 0 2000