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HomeMy WebLinkAboutzS-2947SetPORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. DE 1 a _ C !NT. 70+07 80 GLENNWDOD PE NE CL_ CL_ i2 +44 62 NE 7ST STREET L 121 e. " % - - -=. _122 esjlt EX SSMH 5 � \ / / � � " � _ ,M„ �- � `"""'"" - -- _ 15+ 25 LF. \ / �`- ✓10+$9 3s LF FF 257.38 `' _ 6 1E 255.5 (NOT AS)BUILT . 1 y� >C < sl'� 128 (( / '�� 1� es AS OF 8/21/01.) €4 6' !E 246.3 r to +4s.43 123 124 125 i s' lE 249.5 126 FF 263.37 j l� �� 10 +56.97 45Y RT �/ � / Ff � 4 1 =e' FF 258.8B - f 260.38 FF 261.88 FF 3.38 127 � = FF 263.02€ / PCC = 11 +30.78 1" N 179,791.53J* �� E 1,307,158.2913 , /( w, - (AS- BU/L7) r' % e 11+86 34 LF, 12 +55 371 F. 12 +81 37 LF 13 +45 k$7 LF. f3 +6 37'LF. REMOVE IX CAP CONN F. °� ' lE 251.0;° 6' IE 252.5 /E 254.0 6 /E 2 5 EASEMENT TO EX 8' STUB . "� / ` / _ *w \ {tl PT = 12 +96 -865 6 /E 256.4 (.�) h4'� p 4_ PT = 74 +86 SSMH 204 ?{r '� �� - ,✓� �n a $ PC 14+11.68 1� {,'r 0+6 26 i r 14+85 37 LF. { {)rrt' 1 '' 1 6' 247.2 E / ` t 10+70.10, .69'RT .° .f.° i 57.8• 1 6 /E 251.1 148 t"'254016.9_ 8- - _ 6 11 +I2E 6 2 4298 . 0 L F. 11 +39.32 5.01' RT .. ' �- _ F `•' _ �� € r 6 f4 +51 25 L F FF 264.91 /E 257.4 .� {o 159 n +ao 28 LF. N D p� i Nt I SSMH Z 6. , f4 +51.22 6.11' RT { r zP " b 2 5.52 S' IE 7 17 25 LF 149 256:$'4- �'"- •15 - - -� 12+ 25 LF. 12 +76 25 LF. 6' IE 257.4 FT 26524 T 5" i '+"^ .. "-- 6 / 252.9 6 /E 2544 13+ 25 LF. _ _ .,` °�. 3+ LF. 25 LF. - _ - - -T- FF 258.05 6 /E 255.8 ,= 3; �, SSMH 203 s /E 2s7. �` s /E 25ap `� _^ _ v -v - m 4` ,� °, '�� 12 +85 B.80 RT 152 J ,l _ 6' PVC SIDE SEMfR I { { z/a 156 154 153 151 _- - :^ " = r "`�• 5 155 FF 262.26 FF 263.66 FF 4. 8 FF 26527 150 f r r _.. o� [ n I f 260-.- _ PHASE l PHASE 9 g w ,..._.__ _.,._....___._._..._.m,€___.�.. -€ -_ I - -, 260 n v PROPO FlN /SH y _ - G GROUND, 250 W _ _ __ _ 250 I Lf o - - - - [ - - - ° I i TOP 261.75 TOP 261.60 _ �€ s' /E Zsz9 (IN) E s' IE 253.77 (OU 8' 1E 251 (OUT) i 8' IF 253.60 (OU EX 18" STORM 1 T - \� i O 5x0.0328 SSMH 20 IL _K - _ I - ��� u ._...__. 12'......g P € ._....E 2485 ( /N) € ' IE 246.46 (OUT) - ....,..._.._,.. y a`T) W o Q Ex. s( WA7ER STOR 4 EX. CAP } 8" lE B D H Z02 m 23 a 2 2 ( g m. (AS- BUl4T) 8' IE 244.30 S= 0.0358 i 8' IE 244.20 240 � i € 240 € € s s SSMH 1 I I 251. 1 REMOVE EX. € 8 !E 23 60 (IN) i ( AND CONNECT TO 8' lE 23 50 (OUT) o EX. 8' Slue 13-- ' P € € ALE: 1" 40' HO IZ l EX SSMH 5 PHASE I € ( i o TOP 252.02 t NZ 1" 4'VET. j 8" IE 237.37 (l € i € 8" IE 23727 (DiT) i m (NOT AS -BUILT e+ AS OF 8/21/01 i l.7 �NN W10 AL �Et NF i EXIS77Nr GROUND - a ELEVAn AT Tm o N 10+00 11 +00 12 +00 13 +00 14 +00 15+00 W o W I(Z3 WWP -27 -007 �` I) 5 • ;79v) e/ SCANNED FEB 15 2002 s r Ir^ I F I7 c� n G g Ci Im. III I In 4. •, a _ t TRACT E DEMNnON � POW i B I ti # �\ �.,f, ---------- ------ - -- _ ---- -. -L - tp 261.8 FF 260. 232D FF 257, ITT 25 . SSMH 20$. 17+sa.67 6. 'LT 15+53 25 F. 17 +1 Z` ji:d',Puauc; IE 254. /E 2444 16 +1 L 16+ 25 L 6 /E 2527 6 +93 25 LF. U77LI7Y 6 !E 2512 6 !E 249.9 ` j \ Eil T O s w i Lu a h 15 +91 25 LF. 6 +01 25 L . Y 77 25 L 16 +86 25 LF 17+2&',Z' 6 IE 2537 6 lE 2524 i Ll 250.9 6 IE 2496 6 IE 2,1B 145 144 (`� ,743 142 141 fF 261.52 fF 260.22 258721 IFF 257.42 FF 255. t I , TWP. 23 N., RGE. 5 E., W .�\ El 16.2 (AS BUIL() c / 134- 2 G P/yASE 254.9 2 / avr 7 26 `LF. 17 +9 27 F. 0 L- _ 2 += 59_4RT E%b% 247.1 6 IE 245.6 78+ 27 L.F. REMOVE -CAP AND 6 /E 244.6 18 +85 22 LF / ` CONNE TD EX 8' S 6 /E 2M.1 s ♦ _ N 179 E 1 8624082.40a 3 6 2 Z+ 5 B lE 240. 4 rs4 4l1. s 4 711° Uv EWE7i � Pc= 1i +�294� I." 286 17 +69 25 LF. I y o (NT 2 +85.04 FERNDA{ A�4y 6 !E 246 j 1 +00.00 ALLEY G.,PH S 18+ 25 LF. 18 +79 22 LF.''� 6 !E 244.1 t a ? SSMH 205 7 4� ti PT = 18 +83 3 $ 2 +88 4B, 905' E J FF 254.38 139 13t s 1 iA FF 2528 INT 3 +0246 .R DA AVE NF FF2513J Fj Ig, x 9 +v 79r D T SCALE: 1" -40' 3 +40 36 L o zo 4o so e/.yM��'y' ' -1-2 208 1, � R /�� �Hw "'� 4+19.24, 6.14 RT t 289 \,,309 o z N IY a �N N I O ' ry V W ry � Z SEE LEFT l #. Y-287 RA��/ SSA11i zofi 4+19.2x, s.0 Rr TRIA ATES • •AC Project llauagement € CivD Engineering \,.3. € ',. Land Surveying " [ f Ld Use Planning laanndscape Architecture Site Design 11814 115% Ave. NN I6rkl" WA 9934 -1 Tel 495ffi1AN Fe= 4MM1.5491 uj € Tall Free 999AMAI55 w utadeeo�e® 3507 € i y 2,90 W W Q �i W ( i u LC APO% Zo 94 uj I-- LC t` ' z I FUNRE SAl1H PHASE V 0 s +3365 756'RT NOTE. ALL PROPOSED SSMHS CC Q '. 29,3 SHALL BE 48 "0 UNLESS W Z 07HERWISE INDICATED --°�- i W ` NOTE: AS -BUILT SANITARY SEWER, Q W INFORMA77ON PROVIDED BY RINGEL N. W ze AND ASSOCIATES cc ® 21 NOTE.- ALL EXISTING TOPOGRAPHY Z Q PROVIDED BY M.A. SEGALE, INC. AND RINGEL AND ASSOCIATES a. HORIZONTAL DATUM. • NAD 1983/1991 ___.__._,_.___.____..__..___._.._...__ t__.._.._._.._. ._......_.......,.,._.. .... .....p BASIS OF BEARINGS: HELD BEARING OF NOIVS'IO E BETWEEN THE G. NORTHWEST CORNER OF SEC77ON 16, TWN. 23N., RGE. 5E., W.M., (CITY OF REN70N MON. /612) AND THE WEST QUAR7ER CORNER MONUMENT '3 OF SAID SEC77ON 16. THE BEARING IS DERIVED FROM STATE PLANE € COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL 4 9 I NETWORK AND CORROBORA7ED BY VARIOUS RECORD OF SURVEYS IN j THE IMMEDIATE AREA. I j WER77CAL DATUM: NAVD 1988 BENCHMARKS PHASE l/ FUTURE [ DEWELOWAIENT i CRICINA77NG BENCHMARK, CITY OF RENTON MONUMENT 1612 - TOP Yi a i W PHASE V OF MONUMENT IN CASE. ELEVARON 260.068' � H [ BENCHMARK 11 - 'X' IN SIDEWALK AT SE. QUADRANT OF O i = INTERSECTION OF N.E. 3RD ST. AND EDMONDS AWE N.E. ELEVA77ON I a 27248.' c BENCHMARK 12 -TOP OF MONUMENT AT THE WEST QUARTER CORNER O i o OF SEC77ON 16, TWN. 23N., RGE. 5E., W.M. ELEVA77ON 31280.' PROPOSED FINISH i a € BENCHMARK /3 -TOP OF 1 -i/4' REBAR AT THE NORTHWEST SIDE s GRAD € 7YP ! OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENRON/ �a o DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER i CORNER OF SEC77ON 16. ELEVA77ON 259.77' p� _ DJSRNG GROUND OdYAfD .1 NdL PE TYP i PROJECT NANAGER �� BRADLEY r. nxmuw, PLs °��✓ } PROTECT SURVEYOR rp - V � M2LlAM d CO('O, N, FE � - PROJECT ENGDiE®t ��� I PROJECT LANDSCAPE ARCHITECT FUTURE B SS DATE: JUNE 22, 2001 SCALE: 'WM:1 m40' Vtmm.:7' =4' 132 �9 PSG S0.0 i SS fH 208 _- TOP [ 8' IE 244.60 ( FUTURE IN , TO BE PLUGGED)( ♦ 00 2�r [ 8' lE 244.50 (OU) `V 4, ?48.46 239.22 (IN) i I 239.12 (OUT) 28128 IST TON Al, gB�Ol ! �I KEY MAP EAIS77NGIGROUND EXPIRES 1/22/0.'. ELEVAR AT IYP `s NOT TO SCALE K/ ^ /a € 0 Checked for Compliance to City Standards STAID? NOT VALID UNLESS 9IGNED AND DATED W N N N �/k '' ll//�4//�, JOB MM 00 -022 1 0 4+00 9HE8T NW®EB 17 oP 243 8 ®2001 TRIAD ASSOCIATES L U A 0 0 1 2 3 C O S' - ? v 0 2 SCANNED FEB 15 2002 ti �J A5-5L)ILT 5123102 INT, Cl- Ex SSM PHASE 1A ! a AS OF $ 7056.91 9 i RYJA ]Milo k O Ln af oaa O O wwP J 7 --*9 07 'TTF11-21 REMOVE EX CAP & 7v EX. a, STUB 266 I.- 2505. O 240 rt X1, V%on I PM a 121 - - ----- 4225' 35 L. F. VF 25 Z J8 6 1E 2483 PC = 10+46.43 11+66, N LF 1,23 424 6- 1E 249.5 30 IR 159 / 1 5 E., W.M. 128 I •v. r 17 125 W U 6 IFF 26-1 146 FF 261.88 FF 3.38 127 t FF 264.28 37 L.F. .10, PVBFJ 1J7 LF 13+6.% 37 L.F. - IE 256.4 PT .12+11.86 V 5 MW 204(Typ) PT = 74+86.748 I- 14' C 14+11.68 T 264.26 148 It 14+51 25 LF. 264.9! E 257.4 mil 1 D N I RT14 _Q 1 1-27. 76, 25 LF. 6. 1E 257.4 FF 265.24 f "If FF 258.05 . I — . & •26 SSWH 03 2 20 (9 6" PVC SEKQ? Tw AT= ------------- 56 C, 754 151 152 1 -qQf 0 200Z WN. (T-) ------------- ;a 155 263X6 :1 E L 150 260 NISH — ;0upTo AFARF — — — — — — — — — — 2- SCALE: 1" = 40' WG-GWUND---4-- 1Z 0 20 40 so SCAMED SEP 132002 -- `'- -7 P`2 0 -? -1 c) . - - 9� " 2C/ SCANNED FES 15 2002 34� R"LL 176 FR' ft" (9 Tw AT= Ph*d ff-.v=wt r" bowwft 80 1-d 5ffwft 1-d fft a , 1-heW bW&d- -_.-- -- 260 NISH — ;0upTo AFARF — — — — — — — — — — 2- SCALE: 1" = 40' WG-GWUND---4-- 1Z 0 20 40 so L 0,� 261.7fr,77 11 SSWH 207 WIP 261.16&S2 250 U EX 18" STORM P 6 1E (IN) 8 T) Fl- 6 1E 26d-N �11V)ff. 2$3.4e a 1E 2ft-66 0 U L ta—w wrof 8" 1E W TER 0, F AP J NOM ALL PROPOSED SSWHS SHALL 202 VE 161) T) Pr. 2.4 3 Ito I'E W 0 240 -CSVH 261 W EX. CAP 8. 1E (IN) fL 29'l AMD 8 1E =(OU7, C T �TO • NOM AS BUILT SANITARY SEWER INFORMA 77aV PROVIDED BY RINGEL E1. X. STUB �EX SSMH 5 (PHASE 1) --- ---- FL 4-- ALE.- 1"=: 40' H0014 1"=: 4' VE T. I - - AND ASSOCIMES. 8" IE (OPT) 2312,.Gl (NOT AS-BUIL T AS Or 81211012 ), GLIFNNWOOD PLACE' NE EVSnN&I, r.90UND ELEVA710 A NOM ALL DIMING TOPOGRAPHY cc 10 10+00 11+00 12+00 13+00 14+00 15+00 SCAMED SEP 132002 -- `'- -7 P`2 0 -? -1 c) . - - 9� " 2C/ SCANNED FES 15 2002 34� R"LL 176 FR' ft" (9 Tw AT= Ph*d ff-.v=wt r" bowwft 1-d 5ffwft 1-d fft a , 1-heW bW&d- W. qe*P um Un ML Z IWWL IL M"M w Si Xs AAt�i w�lbi�ea 2- SCALE: 1" = 40' -j 1Z 0 20 40 so L L ta—w wrof NOM ALL PROPOSED SSWHS SHALL W BE 48'0 UNLESS OTHERWISE INDIC47ED Ct NOM AS BUILT SANITARY SEWER INFORMA 77aV PROVIDED BY RINGEL tu AND ASSOCIMES. NOM ALL DIMING TOPOGRAPHY cc 10 PROWDED BY M.A. SEGAL& Wa EL AND A AND RING SSOCIA 7ES HaWWAL DARN.- MW 19WI1991 BASS OF WAMS& HUD fiEAMVG CF NMV5101E HETHMV THE CORER 3PSECVW ie, Tift 2-W, RGE &E- WAL, (CFTY OF iaWM WK Al2) AM HE NEST QUARTER CaWM? MONUAOVr OF SW SECnQV I& INE BEAMG IS DERIND FRW STATE PLAW CRMD M!K_Fq�MJW PC CITY W MWM SEWWY CW77?CL fief � uAa�wur — BY — RECQW OF SURVEYS fiV 7W ASAMWE AREA WR7)CAL DA7W M4VV 1988 BERV7MURRS aMM7M B8VCFNAW- CFTY OF RENMN UaWAOVT JW2 - OF AtOPRAdENT Mf CASE ELEVATM 262058.' BURMOW 17 - -X' IN SVEWALK AT SE WARRANT OF KIERSE07W OF i-LE 3W ST AND EaWOWS AVE NZ ELEVA170111 27248' BEARMAW 12 - 7W OF MOMMENT AT WE NEST QUARTER CORNER NV- RGE 'F- W.N. aEVA7M 31280 R EENChliARK JU - 70P OF 1-114' REVAR AT THE NQR7HHEST SADE UF A SET OF 6 POWER POLES SETNEEN 7X0 (2) RETINHON1 DIE10"M POWS APPROAMA7ELY 950' EAST CF REST WARIER CMh OF SEMM 18 EEEVA17ON 259.77' O DaVAW.L I" FE i1i N T. Ft�IALL PIS FROM JONEYL. COX ARA PRWM LANDSCM ffix3fl= NM JUNE 22, 2001 00 2.V8 41 IST KEY MAP EXPIRES: vzzio3 NOT 70 SCALE Checked for Compliance to City Standards "W NOT VAM UNIM SIGM AS Dk= JOB RIM 00 -022 ss ifflwNumm 16oF23 02001 TRIAD AsmciArEs LJUJA10101 11213 SCAMED SEP 132002 -- `'- -7 P`2 0 -? -1 c) . - - 9� " 2C/ SCANNED FES 15 2002 34� R"LL 176 FR' ft" I~ C0 a a a g Q r� 5-�Ul T 5/23/• 7Ri S� 4 PC f ° G 729 - -930 — m r1t 261.8 > FF 260. w � �{ 15f 25 14 25 L 6 F. ,sue (� E 2527 td tWI POE r � w y _ Z15191 Env L.F. 6 +O1 6 E 2537 6 E r. 14,5 14 FF 261.52 FF 26 -__ ------------ \ \,309 17 +00 18 +00 SEC. 260 250 25 240 24 2860.4E 287 2 ���, i �• � � 4+1 -W 5/Z31oZ 4f1914, G14 RT T� FUR ME DEMM MMENT PHASE V �y [ 18 ' °N 289 a 48 - S i B 309 ; o PHASE L PHASE 9 ( l E` f Lad Vw Fambg GRADE' 71P 2B h ' o gyp+ - ' eee "E 308 N n :2 tlua nMAM s r X14 u t� M 4KMMA r ra m W '` i E W �� 0 W zo ^�- -}} I p u VI� -ii —�� - -- Tl-- —}17 — 307 Z 1 290 - - W W �� [X AND a' s t Q m O W .306 W 1�. �1 jE J 291` a Q 3 L I €Q E \\ 2'� Lu Q 30, I 292 Q O 2 .� W 111 Z 4 0) FLUME SSW MMASE I 304 a +Un RT N07E ALL PROPOSED SSMH S 293 SHALL BE 4810 UNLESS OTHERMSE/NMWED W 2 3 Q 4 .03 S•59Rr W c ft W IE NE SCALE: 1" = 40' o zo ao so NOTE AS-BUILT SANITARY SEWER AA17ON TES WD BY R/NGL Sp/NF A W W NOTE ALL DMING TOPOGRAPHY Z PROVIDED BY M.A. SEGAL& INC O S- 294704 AND RINGEL AND ASSOCIATES ca N W iIDRQpIIiK DA7fAt NAD 1993/!991 _u Bit4S OF MMIC.1 NQD ffAf W OF IMUVO'E 8 MEEK THE — I € AUMMEST CANER OF MC116W M 7iW. MM. RCE 'F- W.M. (aTY �S s t f ( OF RENRW YCf2 012) MD 7NE REST QU"M? COMM? AIQWUAIFNT "' ME BEAW'O IS DM MM FRCP/ STATE PLANE >•j. 4 I € m"^..:S c000m A7Es mm N Bf aw OF RMM SURVEY CONIR/1L WfM W AM COMODURAM0 BY VARLOUs RMUW OF SURVEYS N 7W A®EDRAW AREA. j ((( € ( € 4ERi1CAC DARM Wo 1988 2 i I i c MUSE IF ' FUR ME DEMM MMENT PHASE V �y [ 18 Z °N BENQRMAW /R - x N SVEWALK AT SE WAWANT OF a a 48 - S i B 2 ; o PHASE L PHASE 9 ( l PROPf1sM F1NM GRADE' 71P 2B h ' o gyp+ - ' e( N n :2 D0s79g GROUND ^�- -}} I p u VI� -ii —�� - -- Tl-- —}17 — -- EX 12° STORM -- II LI _--- -fir_ FU7U ss O.OM'� Piss - - a aENOM INN B B a 1WWAMWW BMCFW IK CJTY OF R WM YCNRAENT P12 - 717P E Et OF AMWAENT N CASE ELEVAMV 26aOSW 3 3' BENQRMAW /R - x N SVEWALK AT SE WAWANT OF a a 48 - S i B BET72MAIM P - TDP OF MaVAENT AT 71E NEST QUARTER CORNER q 1 — -A - n , .............. 00 1 � P 3�v�U sx9 2 R c c o V 8 tONA��0�2� s`SRONAL KEY MAP NOT 70 SCALE EXPIRES- 1/22/03 Checked for Compliance to City Standards SpAW NOT VALID V W ( DNIffi SICNBD AND DATED 88 JOB NUMBER 00-022 181 2 +00 3+00 4+00 boMa�a 17 DF 23 S 02W MAD A,,.A.,LUA00 1 23 SCANNED SEP 13 2002/9P- C, SCANNED FES 15 2002 8 R FR 314 18 +00 20 +00 1+00 CALE: 1"= 40' HORIZ 1"= 4' VERT. 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