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HomeMy WebLinkAboutzS-2905SetF— i-A 0j c/) I v �- I a 0 LIBERTY RIDGE FUTURE DEW WT - 32 2830 W EDMONDS AUE NE �e w 1 +60, 28 LF. N 179,7273456 �- E 1,306,148.5079 Z ! ( EDMONDS AVENUE W 2257) G 119 e PC = 7457-97 N w ,' FF 246.69 Ex $CB 1+13 30 LF. BEN ., 6 lE 239.4 j �z RECREA77ON ". , 120 vi� 24 H I I � 23 a z 0 N 22 o 0 o; N ^ N O I O O O ti N V W _N Q ,q O IS SEC. 16 tic E�X 2 y 23 N., RGE. 5 E., W.M. LIBERTY RIDGE PHASE If NOTE.• SEE SHEET 39 FOR PROFILE OF FUTURE DEI+OPAfEAIT I FERNDALE AVENUE NE AND ALLEY C ,MH ERE-15-60' ( r _ a TRIIlm s MJ79 590.2276 "Na E 1,306494.6792 TRACT C ? OPEN 'SPACE/ RECREAAON INT" 6111.78 NE *1ST ST. = 1 +OD FFRNDAIF AVF NF z EX SDMH II EX. .; 4 +B1 4 +5i 47 11.-// I I 6 lE 6 IE 39.0 II 5 +3' FF 246.88 6 IE 6 lE 238.9`. I 121 122 123 FF 246.72 247.48 SSMH 20 .,. II EX 24 126 127 128 125 } FF 249.82 � 249. FF 249.32 24B.68 e ROLL 773 s 1` N ,. ...w.•� ,ter" � = 7 +00 FERNDALE CT. Project Civil Engineering Land had Use SSMH 19 .a 62 12:00 LT OPEN SPACE/ p LANDSCAPE \ 3 e \ • EX_ SOMH 1 etnre D Design �N `$,tea -, PT 3 -14414 °� f Ex Q r, =SDI EX. 30 ®SD \ INT 3 +76.62 NE 1�T Sl. � 1 +00 ALLEY C o WT - 32 2830 W EDMONDS AUE NE �e w 1 +60, 28 LF. N 179,7273456 �- E 1,306,148.5079 Z ! ( EDMONDS AVENUE W 2257) G 119 e PC = 7457-97 N w ,' FF 246.69 Ex $CB 1+13 30 LF. BEN ., 6 lE 239.4 j �z RECREA77ON ". , 120 vi� 24 H I I � 23 a z 0 N 22 o 0 o; N ^ N O I O O O ti N V W _N Q ,q O IS SEC. 16 tic E�X 2 y 23 N., RGE. 5 E., W.M. LIBERTY RIDGE PHASE If NOTE.• SEE SHEET 39 FOR PROFILE OF FUTURE DEI+OPAfEAIT I FERNDALE AVENUE NE AND ALLEY C ,MH ERE-15-60' ( r _ a TRIIlm s MJ79 590.2276 "Na E 1,306494.6792 TRACT C ? OPEN 'SPACE/ RECREAAON INT" 6111.78 NE *1ST ST. = 1 +OD FFRNDAIF AVF NF z EX SDMH II EX. .; 4 +B1 4 +5i 47 11.-// I I 6 lE 6 IE 39.0 II 5 +3' FF 246.88 6 IE 6 lE 238.9`. I 121 122 123 FF 246.72 247.48 SSMH 20 .,. II EX 24 126 127 128 125 } FF 249.82 � 249. FF 249.32 24B.68 e ROLL 773 s 1` N n J H r w t» d �o C7 � n N-,y o �y ~ tzn v D ,Q V , Project Civil Engineering Land had Use Management Surveying Planning / landscape Site etnre D Design 11814 115th era NB esig. Mrkbrd. NA 9834 -M / Tel 425BEIJM TaM Free MOAB&= Fax 42MI.9481 wn.}rindueoc cam SCALE: 1" = 40' ~ e,. W 0 20 40 00 a 2 L NOTE. • REFER TO THE APPROVED ROAD AND STORM DRAINAGE PLANS FOR THE O FINAL LOCATION OF THE NE 1ST STREET Q LL, LANDSCAPE BUMPOUT LOCATIONS Z W QC Q � y NOTE.• ALL EXIS77NG TOPOGRAPHY PROVIDED BY M.A. SEGALE, INC. �C AND RINGEL AND ASSOCIATES A y NOTE. ALL EXIS77NG SSMH INFORMATION SHOWN WAS PROVIDED BY RINGEL AND ,' Q \ 2 2 ASSOCIATES 1� W HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS HELD BEARING OF NO705'10 E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 23N, RGE. 5E., W.M., (CITY OF RENTON MON. #612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING 75 FROM STA TE PLANE PERIVED. COORDINATES FOUND IN THE CITY OF RE, TON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. v q Q VERTICAL DATUM. NAVD 1988 BENCHMARKS ORIGINA77NG BENCHMARK.• CITY OF RENTON MONUMENT 1612 - TOP OF MONUMENT IN CASE. ELEVATION 260.068.' BENCHMARK 11 - X' IN SIDEWALK AT SE. QUADRANT OF ryk5 O INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 272.48.' p tS BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER p K' OF SECTION 16, TAN. 2371, RGE. 5E., W.M. ELEVATION 31280.' g b BENCHMARK 13 -TOP OF 1 -1/4' REBAR AT THE NORTHWEST SIDE o E OF A SET OF 6 POKER POLES BETWEEN 7W0 (2) RETENTION/ -950' = n DETENTION PONOS APPROXIMATELY EAST OF KEST QUARTER CORNER OF SECTION 16. ELEVATION 259.77' m B S n J H r w t» d �o C7 � n N-,y o �y ~ tzn v D ,Q V , v e 0 I a (/7 I I n mommill 3 ry Z o p N_ ry4 O � N 3 0 0 N O �o o� N� _w �o �4 Z 240 DETE�ACT E N e W L- 6 SEE SHEET 35 SEE SHEET 37 SEE SHf W 10 h ti W Management Civil Engineering Iand Surveying 2 v hh Land Use Planning Landscape Architecture Site Design H W e N . k 2 W `O MI PROPOSED FINISH GRADE TYP N SCALE: 1" = 40' * it -EVS77_NG GROUND N 50 _ 2 0 20 40 80 N it W rL — — — — — — — — -- Z Lu NOTE. REFER TO THE APPROVED ROAD h — 4 c At FINAL LOCATION OF THE NE 1ST STREET O Ex 24' STORM - JI W ft- wa 2 y - - - - - -- _ _ - EX, 272" 209 8 D S 00050 Zi PROVIDED BY M.A. SEGA INC. 4 uj Lj NOTE CONTRACTOR SHALL MATCH CROWNS WHEN CONNECTING TO EX. SSMH ! SSMH S Z EX SSMH EPI 12 - 60" ERI -12. TOP 252,02 `0 _.,. - ,....,, RIM 247 06 ,.., 24" IE 234 84 (IV) ., ... _ , .._ ... ..2,4,,...7E" °2.1%174- 8" IE 2J7.31 8° IE 23721 (IN) (OUY EX. 55MH ERI -73 - 60° RIM 24628 y Z (077'77 8" IE 23656 (IN) SHOWN WAS PROVIDED BY RINGEL AND 24",'E 235.43 ON) ADJUST RIMI TO ELEV. 248.85 NEW 8" lE 236.17 (IN) ASSOCIA TES 24 "IE 235.33 (OUT) 8" IE 23606 01v) ADJUST RIM TO ELEV. 247.16 NOTE: CONTRACTOR SHALL ADD SECTIONS TO ADJUST THE RIM NEW 8" 7£ 236.76 (IN) ELEVATION. DATUM: NAD 1983/1991 NOTE.' CONTFACTOR SHALL_ „ . dD0 °S`ECTIQNS- fd"'A`D✓OST" __.. _..._ - _._.,.._... _ . _._ ..... _.�..._ BASIS OF BEARINGS HELD BEARING OF NO1 `/5'10 E BETWEEN THE THE RIM ELEVATIO N NORTHWEST CORNER OF SECTION 16, TWN, 23N., RGE. 5E., W.M., (CITY Q GALE: 1" 40' HORIZ COORDINATES. FOUND IN THE CITY OF RENTON SURVEY CONTROL 1" A' MT. NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. (p NE 1ST STREET wwp -J7 - i9®r ROLL: 17 3 PHASEI I FUTURE — inS"1290SQ2 rE li u NOTE- SANITARY SEWER MAINS THAT HAVE MORE THAN 15' Olt' COVER SMALL BE EITHER C900, C905 OR D.I. PIPE; ���, — rDR Ntll1BER 00 -022 g SBB6T NUIIDER 0uF 52 02001 TRIAD ASSOCIATES U AQUI 1 jLfjj 290P62 SCANNED JUL 2 7 ?001 a v q ro ro <y �x a m \A �"i ' TRIAD ASSOCIATE$ SProject Management Civil Engineering Iand Surveying / Land Use Planning Landscape Architecture Site Design e 11814 115th Aye. N2 Sssklevd• 111 98IM-1510 Tel 42MIA N Fax 42MA2 MI TaU Fm NUABBATSB amfrledamxmm SCALE: 1" = 40' 2 0 20 40 80 W Z Lu NOTE. REFER TO THE APPROVED ROAD AND STORM DRAINAGE PLANS FOR THE 4 c At FINAL LOCATION OF THE NE 1ST STREET O LANDSCAPE BUMPOUT LOCATIONS. W ft- wa 2 NOTE. ALL EXIS77NG TOPOGRAPHY PROVIDED BY M.A. SEGA INC. 4 uj AND RINGEL AND ASSOCIATES Z PC NOTE. ALL EXISTING SSMH INFORMA770N y Z SHOWN WAS PROVIDED BY RINGEL AND ASSOCIA TES Aa cc DATUM: NAD 1983/1991 ~ JHORIZONTAL BASIS OF BEARINGS HELD BEARING OF NO1 `/5'10 E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN, 23N., RGE. 5E., W.M., (CITY Q OF RENTON MON. #612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED. FROM STATE PLANE COORDINATES. FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. (p VERTICAL DATUM: NAM 1988 BENCHMARKS ORIGINATING BENCHMARK.- CITY OF RENTON MONUMENT #612 - TOP OF MONUMENT IN CASE. ELEVATION 260.068.' BENCHMARK ,f1 - °X' IN SIDEWALK AT S.E. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE N.E. ELEVATION 272.48.' D BENCHMARK f2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER b - OF SECTION 16, TWN. 23N, RGE. 5E., W.M. ELEVATION 31280.' 250 BENCHMARK J3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECTION T6. ELEVATION 259.77' z �4 n DOIMAID U HILL, PE ,°•�� 6 PROW WMGRR IN 497AMEY 1: FREEMMI, PLS PRDDECT'SORVEYOR 240 W UAM a a002N, PE i PR07ECT ENG1R E / ,EFFREY L = ASLA / PEWT LANDSCAPE ARCHITECT DATE: JANUARY 19 2001 14,A "R SCALE: 11011$:1' =40' VJW.:1 -4' GO 230 ,� V of n C L=_° KEY ASAP NOT TO SCALE p x128 sv SS10 NALRE�G�2 Checked for Compliance to City Standards I //!1' STAMP NOT VALID UNLESS SIGNED AND 111TED S ���, — rDR Ntll1BER 00 -022 g SBB6T NUIIDER 0uF 52 02001 TRIAD ASSOCIATES U AQUI 1 jLfjj 290P62 SCANNED JUL 2 7 ?001 a v q ro ro <y �x a m \A �"i I 0 0 C/ n n CL o I �I� IN111 z o p T C5 N� W o � 0 M O h ry O I O N W �4 z w z wwp •97 -dS ®t PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. `Q`, ROLL 173 392 r Ctl ro Od 11, o <y 771" ASSOCIATES Project Management Civil Engineering Land Surveying n Land Use Landscape Site 11814 115th Aye. NE Planning Architecture Design Svklend, AA 98554 —OM / WI Tel 4Z6 ONO Tall Free'.888AB8.5758 Rex 42'i.a2IS481 �.hisd—com �✓ / , DLIVALD I HILL. PE PEW= l4ANAGER BPAM" T. FRMWAN. FLS , n 1 PROM SURVEYOR Lu WILLIAM J. Gi N. 'FE FR07ECT ENGMEER r = J_FFREY 4. CQ14 Al PR07RCf LAN09CAPE ARCRITRCf y 9 SCALE: 1" = 40' a / w 0 20 40 80 SCALE: Rong.:I' -40' VW::i' -4' KEY ASAP NOT TO SCALE O Q pM UOG V� F c U NOTE.• ALL EXISTING TOPOGRAPHY Q v 1' PROWDED BY M.A. SEGAL_E, INC. v W AND RINGEL AND ASSOCIATES Checked for Compliance to City Standards ®° 3/u/0 Q CL 9 _ a EA u Wq SIGNED AND DATED z � HORIZONTAL DATUM: NAD 198311991 70B NW036R 00 -022 ♦�'ww 1,Z, vJ W 8 BASIS OF BEARINGS HELD BEARING OF NOl 05'10 E BETWEEN THE NORTHWEST CORNER OF SEC77ON 16, 77904 23N., RGE. 5E., W.M., (CITY OF RENTON MON.§612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. 7HE BEARING IS DERIVED FROM STATE PLANE V V cc 9® O COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN SCANNED JUL 2 7 2001 x THE IMMEDIATE AREA. ` g VERTICAL DATUM: NAVD 1988 BENCHMARKS ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT J612 - TOP OF MONUMENT IN CASE. ELEVA77ON 260.068.' e V BENCHMARK #1 - ".Y" IN SIDEWALK AT S.E. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 27248.' o BENCHMARK #2 - TOP OF MONUMENT AT 7HE WEST QUARTER CORNER OF SECT70N 15, TW. 23N., RGE. 5E, W.M. ELEVA77ON 31280.' 9 4 BENCHMARK #.3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETEN770NI DETENRON PONDS APPROXIMA7ELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELE✓A77ON 259.77' R a o Q - A N r Ctl ro Od 11, o <y n / WI �✓ / , DLIVALD I HILL. PE PEW= l4ANAGER BPAM" T. FRMWAN. FLS , n 1 PROM SURVEYOR WILLIAM J. Gi N. 'FE FR07ECT ENGMEER r = J_FFREY 4. CQ14 Al PR07RCf LAN09CAPE ARCRITRCf DATE: JANUARY iQ, 2001 SCALE: Rong.:I' -40' VW::i' -4' KEY ASAP NOT TO SCALE pM UOG V� F �0 8128 W 1' s A'OLSTEBB�G�� 10 AL 0 EXPIRES : 1/22/03 Checked for Compliance to City Standards 3/u/0 a EA u Wq SIGNED AND DATED z � 70B NW036R 00 -022 SBEET NUMBER 3 /OF 52 O 0 11213 8 02001 TRIAD ASSOCIATES �1J ; ,�olO� SCANNED JUL 2 7 2001 C/) n n 9 AMWp -:% -ipar 250 a Q �4J 240Z- C. 16, TWP. 23 N., RGE. 5 TRACT S DEMW77ON 6+00 C ,MH 5 Tn m F0+56.91, 4.57' RT �'f\ ,AP END OF STUB Z = 10 +46.43 !-A sub2onArn �73 3 ROLL 1 3 i 0 250 0 240 1> +00 (9 o! a Q Project management ATES Civil Engineering Land Surveying ui Q m 3 o vi wa o z O fn �i � 4 N 0 I o0 o� N� �o � Z O W G r 2 z AMWp -:% -ipar 250 a Q �4J 240Z- C. 16, TWP. 23 N., RGE. 5 TRACT S DEMW77ON 6+00 C ,MH 5 Tn m F0+56.91, 4.57' RT �'f\ ,AP END OF STUB Z = 10 +46.43 !-A sub2onArn �73 3 ROLL 1 3 i 0 250 0 240 1> +00 (9 Project management ATES Civil Engineering Land Surveying / Land Use Planning Landscape Architecture Site Design 11914 1151h Aye. N8 %trl0ead. TA 99994 -68>wl Pet 426.8 IAN Fec 429.881.8491 Ta➢ Fme 800.488.8768 mtri4d•� oom SCALE: 1" = 40' Z o 20 40 so 2 W Q 2 I UJ NOTE. REFER TO THE APPROVED ROAD CC a AND STORM DRAINAGE PLANS FOR THE FINAL LOCATION OF THE NE 1ST STREET Z O LANDSCAPE BUMPOUT LOCATIONS Q V 2Q k� NOTE.- ALL EXISTING TOPOGRAPHY J a, uj PROVIDED BY M.A. SEGALt, INC. a ® AND RINGEL AND ASSOCIA TES Q HORIZONTAL DATUM. NAD 198311991 �W BASIS OF BEARINGS HELD BEARING OF N01D5'101E BETWEEN THE uj NORTHWEST CORNER OF SECTION 16, TWN. 23N, RGE. 5E., Wm,. (CITY OF RENTON.MON. x'612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SEC77ON 16. THE BEARING IS DERIVED FROM STATE PLANE CC COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN 7HE IMMEDIATE AREA rcp ` e J :;t VERTICAL DATUM: NAVD 1988 BENCHMARKS ORIGINA77NG BENCHMARK.. CITY OF RENTON MONUMENT 1612 - TOP OF MONUMENT IN CASE. ELEVA770M 260.068.' i w BENCHMARK #1 _ X' IN SIDEWALK AT S.E. QUADRANT OF INTERSECTION 'Or N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 27248.' BENCHMARK #2 — TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECTION 16, TWN. 23N, RGE. 5E., W.M. ELEVA77ON 312.80.' BENCHMARK fJ — TOP OF 1 -114° REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ < DE7EN770N PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA77ON 259.77' a ' m g m o Q N 01ar �a i DONALD .0 HRL, PE .. PROTECT MANAGER F ?ALLEY T. naMWAN, PLS 3 PRWECT SURFEYOR w1m a COCpN, PE i I PROTECT ENGINEER .f I .w JUF77EY L C0.Y ASLA PROTECT LANDSCA °E ARCHITECT DATE: JANUARY 19, 2001 SCALE: e0109:1 -4o KEY MAP NOT TO SCALE ♦ PM GO 3� Fw 2ca r �O 8128 sSLONAL4E�G~� V' O _ CEXPIRES 1/22/003/ h Checked for Compliance to City Standards STAMP NOT VALID / UNLESS SIGNED AND DATED L JOB NUMBER 00 -0221. 32DF 52 L 0 0 11213 02001 TRIAD ASSOCIATES v A 1 C. !J , S z Qo Lea -ft SCANNEU JuL G 7 J9l S' ~ a I a v n n 0 • S 4� Q 9 =51 3 Z U) a o � 0 m3 a O I o N U W b Q 4 o w = wwtv - .P ,- -10 or :. 16, TWP. 23 N., RGE. 5 E., W.M. (9 TRIA Project Management Civil Engineering ]and Suueymg 11814 115th Land Use Planning Landaeape Architecture Site Design A- NE Kirtland. WA 98094 -89&9 RECREA7701V FF 276.08 Tel 426.8219948 Fez 425.8218481 - -N 156 FF 2751 155 SSMH17 FF 277.55 4F 34.80. 6.32 LT f57 6{ IE 5 LF- fi �E 265.,5 4+5147 i aj 158 PT 4+19 '29 LF. 't 3 +SB JO LF. 6 fE 269.7 6 !E 270.4 Ai I _RS Vr - - =110" PUBLIC UBLI7Y -; EASEMENT (TYP) 3O 'L.F 2674 FF 27524 159 ZNDACF Ate" SE 3RD 5J 01°EN SPACE/ RECREiM norl 280 T2� vJ Q� V h 270 Lu Q Z 260 z° DONALD ..0 HILL, PE _ PROJECT MANAGER BRADLEY T. F EE'MM,, PLS PROJECT SUiVEYOR WiLiJAN .l m l.ly PE PROJECT RNGMM ErtTFi Y L. cox a-9 A PROJECT LANDSCAPE ARCHITECT DATE: JANUARY 19, 2001 SCALE: 80 :1' =40" VW.:i s4' M yGOC 3�F� 7'�aci AO 8128 W� [ST ERE�C� s`s70NAl, E''A EXPIRES 1/22/03 Checked for Compliance to City Standards 3 /q STAMP NOT VALID UNLESS SIGNED AND DATED ����FaSI / JOH NUMBER 00 -022 11 SHEET NUMBER 33OF52 8 02001 TRIAD ASSOCIATES U A 0 0 11213 CL) S_ 2 9 o -S o i' SCANNED JUL 2 7 2001 a � C Ctl y�y Cy K Yie� °e 1 o C Y m ro a V e �� (9 TRIA Project Management Civil Engineering ]and Suueymg 11814 115th Land Use Planning Landaeape Architecture Site Design A- NE Kirtland. WA 98094 -89&9 Tel 426.8219948 Fez 425.8218481 Ton Free OMA88.0758 w Arl deeeoc.00m I cc 4 Lli s ® 'w Zv, o Q j 2 Z SCALE: 1" = 40' 0 20 40 80 W NOTE.• ALL EX /STING TOPOGRAPHY 0� PROWDED BY M.A. SEGALE, INC. Lu O AND R/NGEL AND ASSOCIATES cc Q Z HORIZONTAL DATUM: NAD 198311991 O ''�w co BASIS OF BEARINGS HELD BEARING OF NOIV51401E BETWEEN THE NORTHWEST CORNER OF SEC77ON 16, 71W. 23N.,'. RGE. 5E., W.M., (CITY OF RENTON MON. #612) AND THE WEST QUARTER CORNER MONUMENT U OF SAID SEC77ON 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND: CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. �q o VER77CAL DATUM, NAVD 1988 9 BENCHMARKS ORIGINA77NG BENCHMARK .• CITY OF RENTON MONUMENT 1612 - 70P OF MONUMENT IN CASE. ELEVA77ON 260.068.' BENCHMARK #1 - X" IN SIDEWALK AT S.E. QUADRANT OF D IN7ERSEC770N OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA710M 272.48.' b a BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SEC7701V 16, TUN. 23N, RGE. 5E., W.M. ELEVA77ON 31280.' BENCHMARK 13 - 70P OF 1 -1/4' REBAR AT THE NORTHWEST SIDE = OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7EN770N/ OETFJJ77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER h + n CORNER OF SECTION 16. ELEVA77ON 259.77' _ o -'- -- A y n z° DONALD ..0 HILL, PE _ PROJECT MANAGER BRADLEY T. F EE'MM,, PLS PROJECT SUiVEYOR WiLiJAN .l m l.ly PE PROJECT RNGMM ErtTFi Y L. cox a-9 A PROJECT LANDSCAPE ARCHITECT DATE: JANUARY 19, 2001 SCALE: 80 :1' =40" VW.:i s4' M yGOC 3�F� 7'�aci AO 8128 W� [ST ERE�C� s`s70NAl, E''A EXPIRES 1/22/03 Checked for Compliance to City Standards 3 /q STAMP NOT VALID UNLESS SIGNED AND DATED ����FaSI / JOH NUMBER 00 -022 11 SHEET NUMBER 33OF52 8 02001 TRIAD ASSOCIATES U A 0 0 11213 CL) S_ 2 9 o -S o i' SCANNED JUL 2 7 2001 a � C Ctl y�y Cy K Yie� °e 1 o C Y m ro a V e �� ~ a n g n i Iff-I 16 Z � O �� to Na IyJ O � O O � na ry N 0 to a� �o �4 O W Z G 11 wwp •A? ®:jvgr N 269 N PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. OPTRA SPA - �_ X 14471 FF 27290 FF 27180 € FF 269.96 FF 269.03 FF 67 49 i FF 266.69 .i FF 265.24 FF 264.44 26299 A FF 262.19 FF 259.94 154 f53 152 i51 1.0 149 148 147 148 145 S-W$a157D Lr 143 5 +20 24 'LF ., - -- 8+60 23'-LF. lE 263.9 6 +80 23 LF lE 25 .8'-- 255L -9 23 LF _ _ 4 LF. r6- +10 23 L-F " 7 +00 Z'F LF 7+0'23 L°F. 6 /E 254.3 g +70 23 L 6 /E 2521 - E 'PUBLIC UAlJ7)' ._.. ..� ... _ -... 6' -7E2 29 a 6 !E 2650 5 +90 23 LF.: 6 IE 262.1 6 25J.6 7"1"7.0 23 F 8 +80 23 L 10 +40, 2 6 /E 261.2 6 - 6 7E P56:6 6 1 i ASEM F ) I I I A I I I _ ___ m _ 129 8 P t 6 r 4a 7 400 76, dPVC m 8 s 1 - 1 +00.00 GLENNWOOD AVE. SE Q 2 39 TRIA ATES Project. Management Civil Eugmeering 1-d Surveying 0 FER�NDALI i... :. 11614 115th i 6' 254.1 IIT 8 +52<S4 FERNDALE A = 1 +0D 00 ALL B Tel 425.8218446 Fec 425.621.2481 SSMH l 5 +6288, .91 LT f 197 _ PC - 1 +7335 6 +20 39 LF. 6. IE'261.6 ­7 ( 6 +38 39 LF $ t �ia }, I 6 1E 255.3 6 +95 39 LF. M I FF 263.12 4 +99 37 LF. 6 265.6 5 +80 39 L F 6j lE 264.4 SM 6 +d 39 LF 6 It 262 0 6 LE 260.7 = I 196 PC 1. +61 j LVT 7 +41604 = 1 +DO b0 FERNDALE AVE. SE -. PC = 1 +86.32 LENN WOOD PL. SE l 160 161 POUT LANDSCAPE ARCH) L7 162 ` u 163 C SSVH 9 FF 273.42 FF 272.29 FF 269.50 FF 268.60 C'3 195 ' 164 SCALE: 1" = 40' 4 FF o zo ao so 31 271.10 ROLL 173 3 9 5 SD 1 +00.00 GLENNWOOD AVE. SE Q 2 39 TRIA ATES Project. Management Civil Eugmeering 1-d Surveying 11614 115th Land Use Planning landscape Architecture Site Design Ave. N2 BrWaud, A/ MM -6= 6' 254.1 IIT 8 +52<S4 FERNDALE A = 1 +0D 00 ALL B Tel 425.8218446 Fec 425.621.2481 !Z 222 Z 197 _ PC - 1 +7335 j O W1117AM'.0 GoGfJM. PE FF 261.9$ 5 SM PROJ&Cf ENGIIOfER ROLL 173 3 9 5 SD ° (9 TRIA ATES Project. Management Civil Eugmeering 1-d Surveying 11614 115th Land Use Planning landscape Architecture Site Design Ave. N2 BrWaud, A/ MM -6= Tel 425.8218446 Fec 425.621.2481 Toll FM BODABLUM mrtriedemocmm j O W1117AM'.0 GoGfJM. PE W PROJ&Cf ENGIIOfER 41 1 4 �1 POUT LANDSCAPE ARCH) L7 2 W / DATE: JANUARY 19 2001 / 'SCALE: How,:? =40' vl!18T. ;I• -4' SCALE: 1" = 40' 4 co o zo ao so cc 41 W Z � sv a S'SSONAL4F'�G~�� NOT O L - EXPIfi CS. 1/22/03,__ NOTE: ALL EXIS77NG TOPOGRAPHY 151114101 PROIADED BY M.A. SEGALE, INC. cc AND RINGEL AND ASSOCIATES DNLRSS SIGNED AND DATED 1. Luc 2 HORIZONTAL DATUM: NAD 1983/1991 BASIS OF BEARINGS.. HELD BEARING OF N010570 E BETWEEN THE co NORTHWEST CORNER OF SEC770N 16, TWN, 23N., RGE. 5E., W.M., (CITY U OF RENTON MON.'4612) AND THE WST QUARTER CORNER MONUMENT 0 0 OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE 2 � V COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN ®2001 TRIAD ASSOCIATES THE IMMEDIATE AREA. a o VERTICAL DATUM: NAVD 1988 BENCHMARKS ' 4 --- ORIGINATING BENCHMARK' CITY OF RENTON MONUMENT 1612 - TOP ems." `a6 SCANNED Jlll 7 ^nn1 _ OF MONUMENT IN CASE ELEVATION 260.068.' BENCHMARK #1 - X' IN SIDEWALK AT S.E. QUADRANT OF O INTERS CPON OF N.E. 3R0 ST. AND EDMONDS AVE. ME. ELEVA7ION BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER Ian i OF SECTION 16, TWN. 23N., RGE. 5E., W.M. ELEVABON 31280.' g BENCHMARK #3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7EN770N/ c ?' DE7EN770N PONDS APPROXIMATELY 950' EAST OF WEST QUAR7ER CORNER OF SECTION 16. Fi EVA71ON 259.77' 7 h G n m q ° OpJALO..I HlL4 PE PRO]ECf MANAGER BR T. £RF,£MAN, PLS PRZ WECf SURVEYOR j W1117AM'.0 GoGfJM. PE PROJ&Cf ENGIIOfER .UFREY L = ASIA / POUT LANDSCAPE ARCH) L7 / DATE: JANUARY 19 2001 / 'SCALE: How,:? =40' vl!18T. ;I• -4' �M o -�, KEY MAP � sv a S'SSONAL4F'�G~�� NOT O L - EXPIfi CS. 1/22/03,__ Checked for Compliance to City Standards 151114101 SI`AW NOT YAW DNLRSS SIGNED AND DATED 70B NUMRBR 00 -0228 SBS6% NUMBER 34 52 OF U A 0 0 1 2 3 ®2001 TRIAD ASSOCIATES ems." `a6 SCANNED Jlll 7 ^nn1 _ [o m y m � v U m Na a �y M x D N a �^ V h I 8 I a Y I 0- S 3a � O a- a H M a o Z In 'n In 744 O � O t a� �a ry ry. 0 Too oti NV b O � d c s r 250 240 2,3 N., RGE. 5 E., W.M. PORTIONS SEC. 16, TWP NOTE. REFER TO THE APPROVED ROAD TRACT V 11814115th A... NE DE7EN77ON - TRACT /J LANDSCAPE BUMPOUT LOCATIONS. Project Management Civil Engineering Te19M'BELM Toll Fine MA85975E _ ;s OPEN SPACE RECREA770N/ FF 254.37 �--- � FF 2b3. -33 �_�° ° FF" 252 8 FF 251 67 FF 251 17 FF °25030 FF F49 - 139 SSMH 11 / d 136 135 1;,� M13�'` ... FF :7118.95 FF 248.47 � �. II 12 +85 B� 13 +05 27 LF. 13 +75 23 L 13 +95 13 LF. 14+70 23 /:F. 132 131 ' - FF 256.54 - 12 +76 33 LF. 6- !£ 244.8 6 7E 2438 6" IE 2433 6 E 242.9 �m 4 233 '/f 6 /E 245.5 F 257.73 140 11 +95 32 LF. PT, 12 +37.06 OF MONUMENT IN CASE. ELEVATION 260.068.' 'SSMH 13 +46.0 7.70 LT 0' PUBLIC UTILITY EASEMENT TYP ) 14 +90 23 LF. IE 2425 15 +54 23 C.F.I 141 SSMH 1j: 11 +64.34, LT 27248.' b o BENCHMARK F - 70P OF MONUMENT AT THE WEST QUAR7ER CORNER 9 IE 2427; •605 11 +25 BENCHMARK .43 - TOP OF 1 -114" REBAR AT 774E NORTHWEST SIDE g o �° uj QUARTER CORNER OF SEC77ON 16. ELEVATION 259.77' 27 LF. 6 /E 249.9 PC = 11 +04.03 e � eo co DawaLD a HiD PE rt 41 PRDIECT 1iAPiAG&R SCALE: 1' = 40' o ao 3 Q ® 142 ar � a 'a -1- PROJECT SORVEYOR _ 6"'lE 250.6 I a _ Xv, _ +99, 29 F- -._.." '.E7 WY L COX ASLA PROJECT LANDSCAPE ARCIDTECT • / zRACr r 2472 12 +6 6 /E 246.6 33 L' 6 Li /E 245.7 3 +27 37 L 3+ 9 6 /E 2452 6 IE 3 244.4 2 14+49 39 L . 6 IE 2432 '•, 15+ 6 /E 39 L.F 42.7 6 /E 2421 G OPEN SPACE , RECREAn F iP •PD gEC18128 223 224 225. 226 227" NOT TO SCALE 228 229,-,,, 230 231 14 10 +99.77, 6.73' LT FF 255.04 FF 254.39 FF 253.51 FF 252.98 FF 252.25 FF 251.77 FF 251.05 F 250.57 FF 249.97 FT_ .. UNLESS SIGNED AND DATED �% L�tS¢d6T.sf�clZt!r�.L / O/ s s 1111 NUNIER 00-022 Asa 258.74 8 8 C s� SREET NWIRffi! 5oF 5 6 /E 250.9 v0 O 250 240 2,3 N., RGE. 5 E., W.M. y Z NOTE. REFER TO THE APPROVED ROAD SEE SHEET 29 , 11814115th A... NE FINAL LOCATION OF THE NE 1ST STREET ^� ASSOCIATES LANDSCAPE BUMPOUT LOCATIONS. Project Management Civil Engineering Te19M'BELM Toll Fine MA85975E 129 NOTE. ALL EXISTING TOPOGRAPHY s 1,J HORIZONTAL DATUM, NAD 198311991 PROVIDED BY M.A. SEGALE, INC. SSMH 11 15 +58.57 7.70 LT z =8' PVC' / m NORTHWEST CORNER OF SECTION 16, TWN. 2314, RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND 774E VEST QUARTER CORNER MONUMENT II ' X ER1- f { t FF 248.71 39 LF NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. /E 247.0 i7 FERNDALE AVE. SE NE 1ST STREET # WE BENCHMARKS �m 4 233 III o£ I T R A C T EQ OF MONUMENT IN CASE. ELEVATION 260.068.' 'I 1 BENCHMARK f1 - X' IN SIDEWALK AT S.E. QUADRANT OF j DETENTION NOTE- ALL EXISTING SSMH /NFORMAT70N y Z NOTE. REFER TO THE APPROVED ROAD AND STORM DRAINAGE PLANS FOR THE 11814115th A... NE FINAL LOCATION OF THE NE 1ST STREET ^� ASSOCIATES LANDSCAPE BUMPOUT LOCATIONS. Project Management Civil Engineering NOTE- ALL EXISTING SSMH /NFORMAT70N R LL 173 3 260 250 240 230 0 20 40 80 y Z SHOWN WAS PROVIDED BY R/NGEL AND 11814115th A... NE ry l d. TA NO(-= t ASSOCIATES Te19M'BELM Toll Fine MA85975E hx 4M'BE1•N81 nntaiWUOa cam NOTE. ALL EXISTING TOPOGRAPHY HORIZONTAL DATUM, NAD 198311991 PROVIDED BY M.A. SEGALE, INC. W 2 AND R/NGEL AND ASSOCIATES NORTHWEST CORNER OF SECTION 16, TWN. 2314, RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND 774E VEST QUARTER CORNER MONUMENT OF SAID SEC77ON 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VERTICAL DATUM: NAVD 1988 r 1 BENCHMARKS �m 4 ORIGINATING BENCHMARK, CITY OF RENTON MONUMENT A612 - TOP I T R A C T EQ OF MONUMENT IN CASE. ELEVATION 260.068.' 2 v+ BENCHMARK f1 - X' IN SIDEWALK AT S.E. QUADRANT OF j DETENTION INTERSECTTON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA7ON j 27248.' b o BENCHMARK F - 70P OF MONUMENT AT THE WEST QUAR7ER CORNER 9 OF SEC77ON 16, TWN. 2314, RGE. 5E., W.M. ELEVA7ION 31280.' O BENCHMARK .43 - TOP OF 1 -114" REBAR AT 774E NORTHWEST SIDE g CF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETENTION PONDS APPROXIMATELY 950' EAST OF WEST o �° uj QUARTER CORNER OF SEC77ON 16. ELEVATION 259.77' n � eo co DawaLD a HiD PE rt 41 PRDIECT 1iAPiAG&R SCALE: 1' = 40' o ao 3 Q ® ar R LL 173 3 260 250 240 230 0 20 40 80 y Z Ct HORIZONTAL DATUM, NAD 198311991 BASIS OF BEARINGS. HELD. BEARING OF NO105'f0'E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 2314, RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND 774E VEST QUARTER CORNER MONUMENT OF SAID SEC77ON 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VERTICAL DATUM: NAVD 1988 BENCHMARKS �m 4 ORIGINATING BENCHMARK, CITY OF RENTON MONUMENT A612 - TOP OF MONUMENT IN CASE. ELEVATION 260.068.' BENCHMARK f1 - X' IN SIDEWALK AT S.E. QUADRANT OF INTERSECTTON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA7ON 27248.' b o BENCHMARK F - 70P OF MONUMENT AT THE WEST QUAR7ER CORNER 9 OF SEC77ON 16, TWN. 2314, RGE. 5E., W.M. ELEVA7ION 31280.' O BENCHMARK .43 - TOP OF 1 -114" REBAR AT 774E NORTHWEST SIDE g CF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETENTION PONDS APPROXIMATELY 950' EAST OF WEST o �° QUARTER CORNER OF SEC77ON 16. ELEVATION 259.77' n � eo °z DawaLD a HiD PE PRDIECT 1iAPiAG&R 'l3RAff" T. FREEMAN, PIS PROJECT SORVEYOR !iRLLIAAI .l 4:8CQN, PE a - PMCT ENGMERR '\, '.E7 WY L COX ASLA PROJECT LANDSCAPE ARCIDTECT DATE: JANUARY 19, 2001 / SCALE: B8m.:1' =40' vw.:7' -4' .� F iP •PD gEC18128 KEY MAP sSI NOT TO SCALE AL EHt RES: /1//22///03 Checked for Compliance to City Standards RTAEP NOT VALDI UNLESS SIGNED AND DATED �% L�tS¢d6T.sf�clZt!r�.L / O/ s s 1111 NUNIER 00-022 8 8 C s� SREET NWIRffi! 5oF 5 v0 O 2 3 X2001 TRIAD ASSOCIATES ` v 1 D S a P a'Cb7 " SCANNED JUL 2 7 2001 5 eo b d O b ' � > o � v V, y G a y 0 fv iiog I n n 0 744 o° D N N N 10 0 u; o CONSTRUCRON SEQUENCE FOR SANITARY SEWER REROU77NG R1 -10 AND R7 -11- 1. THE CONTRACTOR AND HIS ENGINEER SHALL PROVIDE A FULL PLAN AND OPERATIONAL METHODOLOGY SHOWING 774E REROUTING OF THE EXIS77NG 24" FACILITY, INCLUDING PUMP SIZING AND TYPE 2 THE PLANS (REFERENCED IN N07E 1 ABOVE) SHOULD BE BASED ON N07ES 3 THROUGH 14 OF THIS CONS7RUC770N SEQUENCE. J. CONSTRUCT THE NEW SEWER FROM 5' NORTHWEST OF ER1 -10 TO NEW MANHOLE SSMH 1. 4. CONSTRUCT THE NEW SEWER FROM NEW MANHOLE SSMH 1 TO 5' OUTSIDE OF MANHOLE ERI -11. 5. EXCAVATE SUFFICIENT AREA AROUND MANHOLES ERI -70 AND ERI -11 TO ALLOW FOR THE SEWER CONNEC77ONS TO BE MADE 6. INSTALL A PUMP W77H/N MANHOLE ERI -12 OF SUFFCIENT CAPACITY TO PUMP 774E PEAK FLOW IN THE MAIN SEWER DURING THE NEW SEWER CONNEC77NN. 7. INSTALL A TEMPORARY PLUG IN THE 24" INLET INTO MANHOLE ERI -11 AND OPERA 7E THE PUMP TO BYPASS THE SEWER FLOW INTO MANHOLE ERI -9_ B. REMOVE 774E EXIS77NG 24' SEWER BETWEEN ERI -10 AND ERI -11. 9. CREATE OPENINGS IN MANHOLES ERI -10 AND ERI -11 TO ACCOMMODATE THE NEW SEWER CONNECTIONS. 10. MODIFY THE FLOW CHANNELS WITHIN MANHOLES ERl -10 AND ERI -11 TO ALIGN {NTH 7HE NEW SEWER CONNECTIONS 11. INSTALL 774E NEW SEWER CONNECTONS INTO MANHOLES ERI -10 AND ERI -11. 12. PATCH MANHOLES ERI -10 AND ERI -11 AND ENSURE A WATER77GHT JOINT AT EACH NEW CONNECTION. 13. REMOVE 774E TEMPORARY PLUG IN MANHOLE ERI -11. 14. REMOVE 774E PUMPING SYSTEM IN MANHOLE ERI -12 SSMH 1 TO EXISTING SSMH ERI -10 PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. R OLL 773 397 250 D 7 240 J E (9 TRIA Project Management Civil 8ngineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ire. NB KI&I d. NA 9@0.44 -8921 Tel 485A9IAM Fez 42 AIM81 'fall Flee 89@.480.8'F8 w 16.deeexeom �loll \ uj LL SCALE: 1" = 40' O 4 Y, � l NO7E• SANITARY SEWER MAINS THAT Z HAVE MORE THAN 15' OF COVER SHALL 2; NOTE.• ALL EXIS77NG TOPOGRAPHY BE E17HER C900, C905 OR D.I. PIPE. PROVIDED BY M.A. SEGALE, INC. Q mi AND R/NGEL AND ASSOC/A TES S 4' 260 E5 3 NOTE.• ALL EXIS77NG SSMH INFORMATION z t CW/� Z � i OVER P/P£R TYv) r J PROPOSED FlN/SH GRADE ° OVER PIPE (TYP) it 250 I� I� I� �I 127 =24" C905 5= 0.0075 IL w 0 M SSMH 1 - so" TOP 255.17 Z 8° lE 247.54 (IN) EX SSMH ERI -7C 60" %M 2¢" IE 233.20 (lN) RIM 259.71 0 - 2*-E- 33.'10' (OUTJ-.," , ' "7E "Z32. (I) V) W/ INSIDE DROP PER: - 7-0 BE REMOVED. of DETAIL, SHEET 38 24" IE 23281 (OUT) 6' IE 234.99 (IN) NEW 24" 1E 232,91 (IN) ADJUST RIM TO 257.Ot SSMH 1 TO EXISTING SSMH ERI -10 PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. R OLL 773 397 250 D 7 240 J E (9 TRIA Project Management Civil 8ngineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ire. NB KI&I d. NA 9@0.44 -8921 Tel 485A9IAM Fez 42 AIM81 'fall Flee 89@.480.8'F8 w 16.deeexeom �loll \ uj LL SCALE: 1" = 40' O 4 Y, v+ ASSOC /AYES � � l Z 2; NOTE.• ALL EXIS77NG TOPOGRAPHY PROVIDED BY M.A. SEGALE, INC. Q AND R/NGEL AND ASSOC/A TES O� E5 3 NOTE.• ALL EXIS77NG SSMH INFORMATION SHOWN WAS PROVIDED BY R/NGEL AND CW/� Z v+ ASSOC /AYES � � l c n A � n DONALD L HILL. PE PROJECT MANAGER BRADIEY T. fREVA4N, FYS PROJECT SURVEYOR WILLhW ( GOGGJN, FE PROJECT ENGINEER .EFFREY L CaV,,' ASLA PROJECT LANDSCAPE ARCHITECT DATE: JANUARY 19, 2001 SCALE: e9FL:1" =40' VW.0'�==4• N 00 V pF 97 Gn 3�vF loaf ee �o atza 'v V,01 T >iHL / 03 Checked for Compliance to City Standards -1016/10 I//,/. STAMP NOT VALID { UNLESS SIGNED AND DATED $$ JOB NW ER ® ® - ®ZZ S RBEET "'m 36OF 52 - II g ®2001 TRIAD ASSOCIATES v O O 11213 C C) , S- ? 0'- SCANNED JUL 2 7 2001 e � m ro zC) Nro o <; �b B N I�nn �d 1 ti ti m ro zC) Nro o <; �b B N I�nn �d 1 ti ti � a Y I 9 a 0 N� O 0 E � a o i o0 N W �o a a gWI IMF IONS SEC. 16, TWP. 23 N., PHASE I ;i 7VRE fi".M A i PWASE 6 240 1 EX SSMH ERI -12 — 60" RIM 247.06 ! 2" 1E 23 64 (IN) 24'" lE 234 74 (OUT) 230 -. ____ _ _ q., q_- _____p_ _ Ao rsu �MroAELE✓id6.as 230 CALE.' 1 M� 'tO'E HOS�IZ NOTE..2CONTRACTOR SHALL ADO O SEC77ONS TO ADJUST 7HE RIM to ! 1 »° 4 ERTe ELE✓A770N. GLE!!lBbbY'OOD A VE1VUE EE wwp -'.-V -**par 6 +00 7 +00 8 +00 ROLL 173 398 "TRIM ASSOCIATES ` O \ 233 SEE SHEET J 30 to Architec twe Dengu E1rkbad. xA 0803t -= / W.. _ .. _ . _ { i �\ Tn8 Free M.48e.= . tdade®oem j DATE: JANUARY 19 2001 214 FF 25218 FF 251.46. FF 250.98 SCALE:. H081L:1 =40" 234 �a N I 2 213 212 211 I 11, I TRACT D AND STORM DRAINAGE PLANS FOR THE W FINAL LOCATION OF THE NE 1ST STREET IA C �O 8128 �w sIONAL4E�Gl2 LANDSCAPE BUMPOUT LOCATIONS OPEN SPACE/ 5+ 6 +14 39 LF. 6 /E 243.6 3 39 LF. 6T7. 6 /E 46 LIC F.2 6' IE 241.50 (4V) 8' IE 241.33 (OUT) 235:' Checked for ComplianC2 iO City SfeidoTds e RECREA7701V i �► 6 PROVIDED BY M.A. SEGALE, INC. STW NOT VALID UNLESS SIGNED AND DATED 3 3 ENNWODD A ✓E +28.62 NE 1ST STREET SE °� y 00°,022 Z I C1y SHEET NUYBER 37OF 5 'U �-- NOTE- ALL EXISTING SSMH INFORMATION I3 J S I ASSOCIA TES 269 8' PVC 4 i ':., 7 HORIZONTAL DATUM. NAD 198311991 v, BASIS OF BEARINGS HELD BEARING OF N01TT5'10 7E BETWEEN THE ....,e __ (� ._.__. ... t ERI- 12-60„ NORTHWEST CORNER OF SECTION 16, TW9J. 23N., RGE. 5E., W.M., (CITY OF RENTON MON. 4612) AND 774E WEST QUARTER CORNER MONUMENT ` 5 + IQ 6 /E 95 23 L.F. 246.1 6 +59 22 LF. 236 { -- Z 6 +20 23 LF. if 245.4 07 208 ., 6 /E 245.1 2094. 210 FF 253.22 FF 252.98 4 6 +59:358.64 RT f - 4 Q - VER77CAL DATUM.- NAVD 1988 - 237 BENCHMARKS tail d OF MONUMENT IN CASE. ELEVA77ON 260.068.' N BENCHMARK #1 - ',Y° IN SIDEWALK AT S£ OUADRANT OF S b a -• 2p9 ° 238 SEE ' SHEET 30 PHASE I ;i 7VRE fi".M A i PWASE 6 240 1 EX SSMH ERI -12 — 60" RIM 247.06 ! 2" 1E 23 64 (IN) 24'" lE 234 74 (OUT) 230 -. ____ _ _ q., q_- _____p_ _ Ao rsu �MroAELE✓id6.as 230 CALE.' 1 M� 'tO'E HOS�IZ NOTE..2CONTRACTOR SHALL ADO O SEC77ONS TO ADJUST 7HE RIM to ! 1 »° 4 ERTe ELE✓A770N. GLE!!lBbbY'OOD A VE1VUE EE wwp -'.-V -**par 6 +00 7 +00 8 +00 ROLL 173 398 "TRIM ASSOCIATES ` O \ Prgecl Engineering Civil Engmeenng Land Lend Land Use Surveying Vteuei BRADLEY T. FRMMa , PLs PRWECT SURVEYOR J Landscape Site 11814115th Are. N8 to Architec twe Dengu E1rkbad. xA 0803t -= / W.. _ .. _ . _ { i �\ Tn8 Free M.48e.= . tdade®oem j DATE: JANUARY 19 2001 / SCALE: 1" = 40' SCALE:. H081L:1 =40" 0 20 40 80 W 2 ® 269 8 p- 5=0.0100 240 NOTE: REFER TO THE APPROVED ROAD AND STORM DRAINAGE PLANS FOR THE W FINAL LOCATION OF THE NE 1ST STREET IA C �O 8128 �w sIONAL4E�Gl2 LANDSCAPE BUMPOUT LOCATIONS SSMH 4 TOP 248.94 `- Z qk II Ex 24" SD mmm 6' IE 241.50 (4V) 8' IE 241.33 (OUT) a Checked for ComplianC2 iO City SfeidoTds e O PROVIDED BY M.A. SEGALE, INC. STW NOT VALID UNLESS SIGNED AND DATED PHASE I ;i 7VRE fi".M A i PWASE 6 240 1 EX SSMH ERI -12 — 60" RIM 247.06 ! 2" 1E 23 64 (IN) 24'" lE 234 74 (OUT) 230 -. ____ _ _ q., q_- _____p_ _ Ao rsu �MroAELE✓id6.as 230 CALE.' 1 M� 'tO'E HOS�IZ NOTE..2CONTRACTOR SHALL ADO O SEC77ONS TO ADJUST 7HE RIM to ! 1 »° 4 ERTe ELE✓A770N. GLE!!lBbbY'OOD A VE1VUE EE wwp -'.-V -**par 6 +00 7 +00 8 +00 ROLL 173 398 r p d � zd � w .6i-I o <> Zn v v� N C11 c.,1 "TRIM ASSOCIATES ` O \ Prgecl Engineering Civil Engmeenng Land Lend Land Use Surveying Vteuei BRADLEY T. FRMMa , PLs PRWECT SURVEYOR Landscape Site 11814115th Are. N8 to Architec twe Dengu E1rkbad. xA 0803t -= / Tel 426.4 IMO F. 426.8 LMI e Tn8 Free M.48e.= . tdade®oem j DATE: JANUARY 19 2001 / SCALE: 1" = 40' SCALE:. H081L:1 =40" 0 20 40 80 W 2 4� NOTE: REFER TO THE APPROVED ROAD AND STORM DRAINAGE PLANS FOR THE W FINAL LOCATION OF THE NE 1ST STREET IA C �O 8128 �w sIONAL4E�Gl2 LANDSCAPE BUMPOUT LOCATIONS Z qk mmm EXPIRES 1/22/03 "lal a Checked for ComplianC2 iO City SfeidoTds NOTE.• ALL EXISTING TOPOGRAPHY O PROVIDED BY M.A. SEGALE, INC. STW NOT VALID UNLESS SIGNED AND DATED 3 3 4 AND RINGEL AND ASSOCIATES JOB ND�mER 00°,022 Z I C1y SHEET NUYBER 37OF 5 'U �-- 02001 TRIAD ASSOCIATES I NOTE- ALL EXISTING SSMH INFORMATION Al SHOWN WAS PROVIDED BY RINGEL AND I ASSOCIA TES 0 D, 5- -19 C 4 e SCANNED JUL 2 7 2001 HORIZONTAL DATUM. NAD 198311991 v, BASIS OF BEARINGS HELD BEARING OF N01TT5'10 7E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TW9J. 23N., RGE. 5E., W.M., (CITY OF RENTON MON. 4612) AND 774E WEST QUARTER CORNER MONUMENT V OF SAID SEC77ON 16. 7HE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN 774E CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. 4 Q VER77CAL DATUM.- NAVD 1988 s.._.— BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 8612 - TOP OF MONUMENT IN CASE. ELEVA77ON 260.068.' BENCHMARK #1 - ',Y° IN SIDEWALK AT S£ OUADRANT OF b a INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVANON 272.48.' BENCHMARK f2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER a OF SECTION 16, TIMI 23N., RGE. SE., W.M. ELEVA77ON 31280.' z , BENCHMARK g3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE 6 POWER POLES BETWEEN TWO (2) RElEIV7701V/ n OF A SET OF DE7EN770N PONDS APPROXIMATELY 950' EAST OF WEST QUARTER M r p d � zd � w .6i-I o <> Zn v v� N C11 c.,1 °z DONALD .L. HILL PE PR MANAGE BRADLEY T. FRMMa , PLs PRWECT SURVEYOR 1 E—a ,L IX10fiN, PE PRDDECf RNGHII�It I JUTREY L 0014 ASIA PROJECT LANDSCAPE ARCIETECT v / e DATE: JANUARY 19 2001 / SCALE:. H081L:1 =40" -A IA C �O 8128 �w sIONAL4E�Gl2 KEY AIAA NOT 70 SCALE EXPIRES 1/22/03 "lal Checked for ComplianC2 iO City SfeidoTds STW NOT VALID UNLESS SIGNED AND DATED ��a� i� =yam JOB ND�mER 00°,022 s C1y SHEET NUYBER 37OF 5 'U $ 8 02001 TRIAD ASSOCIATES I LjUj Al 010111 3 0 D, 5- -19 C 4 e SCANNED JUL 2 7 2001 r p d � zd � w .6i-I o <> Zn v v� N C11 c.,1 IN I 3 a Z 0 0 rn �3 O D 0 �o 0 w �o � s Z 16, TWP. 23 N., RGE. 5 E., W.I 6" SEWER PIPE 6" PLUG 8'k 6" WYE 45`(118) BENDS FOR ONE CONNECTION ON EACH SIDE. 8'k 6" Nw- CALE: 1"= 40' HORS 1 "= 4' VERY, B" PVC OR D1 SEWER CEMENT CONCRETE CLASS 3000 TRIAD ASS®CIATES Project Management CIA Engineering Land Surveying NOTE' b Land Use 8_ U77UZA77ON OF 7NIS DETAIL REQUIRES WRITTEN APPROVAL OF THE WASTEWATER UTILITY. B Y p ADOPTED p� STAY A D PLrox SAM Pf119 landscape Site Architecture Design i n 11614 115th A- NR 9vkkvA TA 99094 -M n— COVER 6" BELOW STREET CRADE F. 495.9911491 mtn damocmm 3 z 3' MIN. 6" PLUG ® Q / 6" ON 6" Y BRANCH NOTE ' 4 00 NOT USE W771OUT WRITTEN APPROVAL OF THE WASTEWATER 2 Ly 3 1Rl 4BLE UTILITY. 2 � NOTE.• NOT TO SCALE o <A TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE G 24'k 24" COMM CLS. CONCRETE BLOCK POURED AROUND LONG 6" 1/8 BEND ni '-' may/ CONNEC770N TO MAIN Lu to - -_ \ �•. STANDARD 6" X MAIN SIZE TEE T. it" PLs PROxcr SURVEYOR v - 43 �- SEWER MAIN • •' VIDE 9EWII4 RL4EIi CONNECTION 9NLLIAM 1 COOQ'N, PE PROaECf ENGDODDt TO SEWER MAIN Y ADOPTED 97A,ID� 17199 FIA A >aaANS a 18f DATE: 12199 r ee9.e xm 9.9umv9 m n•nr. !—I "O DATE REVISION t1Y DWG. NAME: BR08 SP PAGE: 8081 PR NNTRACTOR SHALL MATCH SIDE SEWER RISER CONNECTION TO SEWER MAIN HEN CONNECTING TO EX. NOT TO SCALE IN I 3 a Z 0 0 rn �3 O D 0 �o 0 w �o � s Z 16, TWP. 23 N., RGE. 5 E., W.I 6" SEWER PIPE 6" PLUG 8'k 6" WYE 45`(118) BENDS FOR ONE CONNECTION ON EACH SIDE. 8'k 6" Nw- CALE: 1"= 40' HORS 1 "= 4' VERY, B" PVC OR D1 SEWER CEMENT CONCRETE CLASS 3000 TRIAD ASS®CIATES Project Management CIA Engineering Land Surveying NOTE' Land Use Planning U77UZA77ON OF 7NIS DETAIL REQUIRES WRITTEN APPROVAL OF THE WASTEWATER UTILITY. B Y p ADOPTED p� STAY A D PLrox SAM Pf119 landscape Site Architecture Design 11614 115th A- NR 9vkkvA TA 99094 -M B Tel 425.8219440 T9M Free 900A88.0058 F. 495.9911491 mtn damocmm 3 z 3' MIN. O a ® Q SECT /ON A -A A 4 h 2 Ly 3 1Rl 4BLE z d m 2 � (a Q NOT TO SCALE o <A co A SEWER x (8" SIZE)TEE '-' may/ Lu to - -_ T. it" PLs PROxcr SURVEYOR v 9NLLIAM 1 COOQ'N, PE PROaECf ENGDODDt L. Sax As,4 PROJECT LANDSCAPE ARCRITECf DUAL SERVICE VERTICAL CONNECTION W Q � B Y p ADOPTED p� STAY A D PLrox SAM Pf119 ` 5 LST S L4I 9s'fS: 12/99 OAIE REVISION 8'( PR DWG. NAME: BW39 SP PAGE: BO80 O a ® Q A cc h W DUAL SERVICE VERTICAL CONNECTION z d m 11q. NOT TO SCALE o <A 1 +00 2 +00 3 +00 ROLL 17:3 399 SCANNED JUL, 2 7 2001 Q � V O a A h z d m tra 9 m hh o <A Da1JA10 ,L NlL4 !£ '-' may/ PRDaECr 1lANACER awLEY FRY- T. it" PLs PROxcr SURVEYOR v 9NLLIAM 1 COOQ'N, PE PROaECf ENGDODDt L. Sax As,4 PROJECT LANDSCAPE ARCRITECf DATE: JANUARY 19, 2001 SCALE: BORR.:N /A 9NNP.;N %A r NNTRACTOR SHALL MATCH `pb1 40 HEN CONNECTING TO EX. 14 F mmm ? Sy60LSTE4E�C1 =�� o 7DNAL ®� NOTE. ALL EXISTING SSMH INFORMATION SHOWN WAS PROVIDED BY RINGEL AND `0 ASSOCIA TES I I h L EXPIRES 1/22/03 '"lal _ abockad or Compliance to City Standards STARP NOT VALD) UNLESS SIGNED AND DATED 00-022 SKEET NUMBER 39DF 52 00 ®2001 TRIAD ASSOCIATES v ' O O 1 SCANNED JUL, 2 7 2001 I a 9 cn o q n a v 6 S q h 4 J N Q 00 'o I o O U Z O 1n a UBERTY R/D FUTURE DE +CO FE -NOALE CT. N " r *SS4H 19 3 +84.84- ---IT OPEN SPACE/ 9$ ❑ I �' h LANDSCAPE EX SDMH 1 \\ EX`. CB O 3 PT = 32 +6731 INT. 1 +00.00 NE 1ST ST. N 1 ROW = 179,72 37 EDMONOS AI-c. NE \L. - a1 .3456 E 1,306306,,141485079 (EDMONDS AVENUE W 2257) C \ 1 +51.97 EX iFiB OPEN� RECRI 0 1 L Ex. -- EX SDMH EX. H INT. 3 +76.62 NE 75T ST. is 114 +81 47 L 1 +00 ALLEY C I t ��`6+ E 39.OF II 6 /E 39.6 5+J7 47. 11 +60' 2�LF._ 12 -'LF. 246.88 II 6 IE 240.: 6 1E 238.8 - I 6 ` !E 238.9`. 8 119 21 m 121 1''22 123 FF 246.69 FF 246.72 \ 1f7T 247.48 '+93 30 LF. M I I FX 24 ABA A :� �E 7.62` Tp - A 6. TIE 239:4. 6 d86':LT 12® _ (ALLE C) I +92,.50 § FF, A / / Vt C -Y RIM ELE VAT /oJvs AP05 A10T F/TVAL 'UNTIL r'/NAL LIFT OF ASPHALT u e NOTE.• SEE SHEET 39 FOR PROFILE OF A m FERNDALE AVENUE NE AND ALLEY C 1116 clam am Lisuca o!Effio TRs� eQee�e�IATM 51$7 LF. I 6 +37 LF. IE 2 .8 6 IE 2 ZO 7+ t 6 +1 46 LF. 6 +9 46 LF. 6 6 m 241.5 6 IE 24 1. 8 126 127 128 125 FF 249.82 � 249.61 F 14 FF 249.32 y2 H� m� 20 �o ® \ Project Management Civil Engineering Land S.-ymg W. Lend Use Planning mm landscape Architecture Sit, Design 11014 1151h dva NE HtrtTsn& SL 00094 -09ES "" Tel 4?5xi 440 FIX 45AELMI -- 4 Tcll Fm 500A0&90 m tllLdmse . o \ Z i` SCALE: 1" = 40' W e 0 20 40 20 z y f� L 3 lE 24112 NOTE. REFER TO THE APPROVED ROAD 129 AND STORM DRAINAGE PLANS FOR THE Z FINAL LOCATION OF THE NE 1ST STREET '�z W ftmft F z4s.D LANDSCAPE BUMPOUT LOCATIONS. W Q' f` f W _ NOTE. ALL EXISTING TOPOGRAPHY N q ,'- PROVIDED BY M.A. SEGALE, INC. W ^ AND R/NGEL AND A SSOCIA TES CL cW 2 NOTE ALL EXISTING SSMH INFORMATION SHOWN WAS PROVIDED BY RINGEL AND 9' 2 ASSOC/A TES Q O aaaTT� a HORIZONTAL. DATUM: NAD 1983/1991 BASIS OF BEARINGS- HELD .BEARING OF NO105'10 £ BETWEEN. THE NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE. 5E„ WM., (CITY OF RENTON MON.. 0612) AND THE KEST.QUARTER CORNER MONUMENT V OF SAID SEC7701V 16 THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN 7HE'CITY OF IiEZJTON. SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA cl�a VER77CAL DATUM: NA VD 1988 k�a" BENCHMARKS 250 ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT 1612 - TOP OF MONUMENT IN CASE. ELEVATION 260.068' BENCHMARK #1 - '.Y" IN SIDEWALK AT SE. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 6 272.48.' BENCHMARK 1[2 - TOP OF MONUMENT AT 7HE WEST QUARTER CORNER p k' OF SEC77ON 16, TRN. 23M, RGE. 5E., W.M. ELEVATION 312.80.' BENCHMARK 1/s - TOP OF 1- 1/B4ETFRREBAR AT THE NORTHWEST SIDE POWER XIMA 6N_TWO AST(OF WEST QUARTER OD F. A SET O PO p POLES WA iER ^� Ma-- CORNER OF SECTION 6. ELE A770N 259.77 .� ---Lt _ _ � I� _ _ f 240 II _ I I �. - DONALD d,HI�P£ s O!006 - - - PROJECT JUMUER 91' -8 PVC S � s- -.-- -�lol -� -- ~ I I � I 89ADIPY T. naMWAN as - - EX -148 -- PVC - _ - EX. 209'-24" PVC y' PRaECT 'S'DRgEiGR _ _ _.......__ _.... _. SFSSMH'19 ` �Y GOWN. 1 __._ _. _ �_�___._. PR0J6CJ'ENGIlIEBR .7 -'� _ L CO.K ASLA 702 2 26 Ex. 24 STORM _ _ PROJECT LANDSCAPE ARL®TE�CI DATE: JANUARY 19, 2001 8 (OUT) 237 �T I I /E RM 0 SCALE: HOH6.: /"=40' V=1 R4' IIII I I / � II II .._.,.__A..1...; -. .. ............... e. ._ ......... - ...� I .i...�.......:._.. / _ _- .. __.___.. _. _...__ ._,__� _�_ __._ ....._ .._...... ..... _ 230 E 3o StpRM EX. SSMH Eft (IN)- 60 Rlh SSM23 R1 -14 60° S R M 1E ¢ w 24 "' lE 36.01 11N) , LJ 24" 1f 3591 (OUT) 24 IE 236.47 (OUT) 6" & 81IE 236.01 (IN)✓ FPM Cp 8 /E 213702 (1N) ADJUST IRRIM TO ELEV. 248 33 CC, I ADJUS� RIM' TO ELEV. 24627 NEW 8" IE 3-3A-34 :(IN) 236,:,A48 NE _.. __._�'__._ __ .......... .. ...t_i_ _ __ ���...,. ____..:......._._f,..� .- ..w- _...._....._.. NEW 8 /E 43T<56 (IN)23 1.06 NW ......._. S �TS AAS✓GS` 717+'- IflMID...... _......___, y. ADD SECTIONS 7TJ ADJUST ELEVAII N T EX. 30 STORM - - _ 7Fff RI ELEVAITOM '�o q 8128 Aso IST u i KEY MAP es /ONA�EnE`'�� _ - NOT TO SCALE i EXFIFES. 1/22/03 ..M... ... .._._...... ..._.._...., _L.- I,.... ___._._ _._.._._ ....................... .._.._.._._..__._._�...,; .. -........._....._._, t _._._._._._ _..._..._.. ....._..........., ._. ..._, _,_.._ ._._. _._ __._._,._..... ..... 22 0 Li I _ _ (:ALE: 1 M�7 TOF HO IZ Checked for Compliance to City StOndOrds NOT p i iI. Q -i UNLESS SIGNED AND D1TED F NE 1ST STREET , j �t,� ..� ��1� DoE NUN= 00 -022 o h p m SM NDIDIER 29aF 52 o � UA001� 3 WwP - 27.1901 1 +00 2+00 3+00 4 +00 5-/ 00 6.1"00 7+00 02001 -.,AD ASSOCIATES SCANNED FEB 15 M2 S x%01 CD .T- 2�c ; d� �u.NIL E 7 2001 L FR 3115- 7 r Q m M � � V A y N ®'fir o� h I (/7 C/7 o n n 0 >2 S I NMI 1 f1 DES E7EN7701V L�~'! INT 8 +1262 NE 7ST 57REET II. A.CT D ggqW = 16 +83.57 FERNGAEE AVE. SE OPE SPACE tX SSMH �R '3 60 /N7 10 +2B 62 NE 1ST STREET RECREA77ON 8 +09 35. CL NE WOOD A I SE , 2 fH to a . / ��„ ��M,. 7+{57 6LF. li6y +36. 39 LI tf/ f e I 6 IF 240.9 FF 248.84 I, � FF238.71 f a SSWH 110 PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., LIBERTY RIDG£PHASE FUTURE DEVELORW&T I (a T10Iwlf AlQMlwTi'! � r », Zt 4j , i tl Zty 4 7ASSMH 5 Lu Q +; 8. ' 2±526 °- .m4VL °250 / 1+47 42L. . 6 /E 242.2' 1 83 42 LF. f +27 LF. 6 /E 244:4 _- -- 6' iE243.5 ".IE,243:7 9 6 41 LF. 6 / 245.2 235 , 236 237 238 239 FF 250.09 ��j. -_-�.. FF 251.3 j FF 257.55 FF 252.30 FF 253.05 ` 4F RIM EL NATIONS ARENQT lAii'.. FINAL UNTIL FINAL LIFT SEr SYRT 37 SEE 32 y, aas PC = 180 - 179 L +Y4.4J 2 (a T10Iwlf AlQMlwTi'! � r ra�o+vwwswvseeawrsv 'DMH 5 }} Lend Use Planning Landscape Architecture Site Design i .. �I IZ4 NCI ; j TRACT S D£7EN77ON O . ? I"� - raj.:. 5, L-u" Tel 42M IX" F a PHASE I FU7URE DEVELOPMENT i i i ¢o � ai + I € i i z a5o Z" I 240 7 �._ II .. EX 24 STORM': € LJ 209' -8' D I S'r0.0050 212'-24 PVC € LJ NOTE CONTRACTOR SHALL MONNEC O EX SSMH V SSMH 5 .` EX SSMH ERI -12 - 60" ERI f2 TOP 252.02 HIM 24706 8" lE P373f (IN) Z36Co1 230. _...........___.___ _._ _..�____,.. __,._.._ - 24 ".IE 23484 (IN) __......_.. „�,,.,_... $" lE 237-21 (OUT)Y 36.61 ,,......__.. ........_._,.._._... _.:...._.._.. �EX SSMH ERl 1.3 60' ��8 E 2365 � N��• c RIM 24678 ADJUST RINI TO ELEV. 248.85 24" lE 235.4-1 (iN) NEW 8- IE O.W. t (IN) 285.73 SE 24" IE 235.33 (OUT) N07E CONTRACTOR SHALL ADD i fiAVE M 8' IE 236.06 (IN) SECTIONS 7� ADJUST 7HE RIM ' ADJUST RIM TO ELEV. 247.16 ELEVATION BE EI TI-1 . NEW 8' IE8,6.�LL8����(IN) 23G 1615 wi N07E• CON7RACkZm SHALL N -Z THE RIM ELEVATION i SEWER MAINS 77-IA 115' ,OP- COVER S1 C905 OR D.L PIPE �7 BENCHMARK j1 - X- IN SIDEWALK AT SE. QUADRANT OF IN7ERSEC770N OF N.E. 3RD ST. AND EDMONDS AVE N.E. ELEVATION 27248.' BENCHMARK 12 - TOP OF MONUMENT AT THE WEST OUAR7ER CORNER OF SECTION 16, TWN. 23N, RGE. 5E., W.M. ELEVATION 31280.' i5 [ BENCHMARK j3 - 70P OF 1 -114' REBAR AT THE N0R7HWE5T SIDE 25o OF ASET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ 0 DE7EN770N PONDS APPROXIMA7ELY 950' EAST OF WEST QUAR7ER X ,� CORNER OF SECTION 16. ELEVATION 259.77' �e N DQVALD ,L HILL. PE y PRO7ECL MANAGER eeADUEY r. n7Et ON PIS N PROTBCr SORVEVOR (Jj 240 WILLAM a DO R P£ PROIECL ENG@1B®t j I / PRJUTWOJECf LANDSCAPE ARCIDTRCT J DATE: JANUARY 19 2001 SCALE; ilk I a _ m230 v -V KEY MAP F nl I NOT 70 SCALE 'Pa alza 0w ! Sg6a19TEa¢� V1= �' i `VTONAL V� � i Checked for Compliance to City Standards��� STAMP NOT VALID i UNLESS SIGNED AND DATED i JOB NUMER 11 DO -022 8g MR NOIIDER 30OF 52 I 1 s ®2001 .TRIAD ASSOCIATES L O O 1 2 3 C! C /�, a 9c,t02 SCANNED JUL ? 7 2001 SCANNED FES 15 2002 (a T10Iwlf AlQMlwTi'! � r ra�o+vwwswvseeawrsv Lend Use Planning Landscape Architecture Site Design 11e14 llam Am. MF Hirtl.aa, Fe geou -euz+ Tel 42M IX" F a SCALE: 1" = 40' z 0 20 40 B0 O O LIJ z z NOTE.- R REFER T AND STORM DRAINAGE PLANS FOR THE 4 4 I It FINAL LOCATION OF THE NE 1ST STREET � Z �+ LANDSCAPE BUMPOUT LOCATIONS Z Q W O W O NOTE- ALL EXISTING TOPOGRAPHY Z PROVIDED BY M.A. SEGALE, INC. a a y ` ` uj AND RINGEL AND ASSOCIATES i i� 3 C CL _ 3 PC 2 W SHOWN WAS PROVIDED BY RINGEL AND W W 2 W ASSOCIA TES 0 0 HORIZONTAL DATUM: NAD 198311991 7 N BASS OF BEARINGS HELD BEARING OF N0105'10'E BETWEEN 7HE OF RENTON MON. f612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. 7HE BEARING IS DERIVED FROM STATE PLANE COORDINATES. FOUND IN THE CITY OF RENTON SURWY CON7R0L NETVI RK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN 7HE IMMEDIA7E AREA.: V V i VERTICAL DATUM: NAVD 1988 ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT ,}'612 -TOP ' O OF MONUMENT IN CASE. ELEVATION 260.068.' d5 C) C/') -i z U) to O eo iNl: 947 6vwP'-j?-fiver PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E., W.M. P.j'd M-s—t CMI E.gi-ri.g L-d S—yi-g L..d U. Pl-tg Lnd-pe Ar�hitedure Sit, Nsign 11814 115th A- NE Urk!" TA ON34-M Tcu Fm 800.458.U768 —biadueo wm L 17' FR j i9 3 s P.j'd M-s—t CMI E.gi-ri.g L-d S—yi-g L..d U. Pl-tg Lnd-pe Ar�hitedure Sit, Nsign 11814 115th A- NE Urk!" TA ON34-M PROTECT MANAGER STADLEY I. FRM11A10, PLs "WEer OR I NwAM i S= FE PRORCT ENGINEER IM RMUrWOAA —PE ARWC-T DATE: JANUARY 19, 2001 SCALE: HOEL:I'-40* VW.:I*-4' x?, . 00 pF 0 8128 ,�4w gEGI8TE4S'� s`STONAL ECG EXPIRES 1/22/03 Checked for Compliance to City Standards Tcu Fm 800.458.U768 —biadueo wm RrAMP NOT VALID UNLESS SIGNED AN DATED JOB N=11 00-022 uj SCALE; 1" = 40' C CL a 20 40 80 Cn Q Z k NOTE ALL EXIS77NG TOPOGRAPHY PROVIDED BY M.A. SEGALE, INC. AND RINGEL AND ASSOCIATES iOi T O HORIZONTAL DATUM. NAD 198311991 uj BASIS OF BEARINGS: HELD BEARING OF NOIU5 I IO`E BETWEEN THE NORTHWEST CORNER OF SECTION 15, 7*N. 23N.. RGE. 5E., WM., (CITY W OF RENION A40N P 21 AND 7HE T QUAR7FR CORNER MONUMENT OF SAID SEC770M 16 E R IS DERIVED FROM STAX! PLANE cc COORDINATES FOUND IN: THE CITY OF RENTON SURVEY CONTROL NETWORK: AND CORROBORA 7ED BY VARIOUS RECORD OF SURVEYS IN 774E IMMEDIATE AREA. VER77CAL '.DATUM .' NAVV 1988 BENCHMARKS ORIGINATING BENCHMARK. • CITY OF RENTON MONUMENT 1612 - TOP OF MONUMENT IN CASE. ELE✓A 77ON 260.066.' BENCHMARK iff - -X- IN SIDEWALK AT SE QUADRANT OF INMRSECRON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA770M 27248.' ti BENCHMARK 92 - TOP OF MONUMENT AT THE WEST QUARTER CORNER M OF SEC77ON 16, TKN. 23N., RGE. 5E., W.M. ELEVA 77ON 31280.' BENCHMARK #J - TOP OF 1-114" REBAR AT 7HE NORTHWEST SIDE OF A SET OF 6 POKER POLES BETWEEN TWO (2) RE7EN77ON/ DE7EN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA77ON 259.77' YJF O gg gel kN Az PROTECT MANAGER STADLEY I. FRM11A10, PLs "WEer OR I NwAM i S= FE PRORCT ENGINEER IM RMUrWOAA —PE ARWC-T DATE: JANUARY 19, 2001 SCALE: HOEL:I'-40* VW.:I*-4' x?, . 00 pF 0 8128 ,�4w gEGI8TE4S'� s`STONAL ECG EXPIRES 1/22/03 Checked for Compliance to City Standards 10-6/a/ RrAMP NOT VALID UNLESS SIGNED AN DATED JOB N=11 00-022 Suff Ron 3 lop 52 0'0 0 � Ll U I A 10 1 77t 0 2001 TRIAD ASSOCIATES C (D _�q ..ro Z -SCANNED JUL 2, 7 2001 SCANNED FEB 15 2002 08 2� a o > I IS 3 a Z o p 01 N� W o � 0 E= a N h O 10 0 ati N W W �4 . 16, TWP. 23 N., RGE. 5 E., W.M. 2.' 2, TRACT SJ DETENnav FR ��9 �r 1111L 11'' 4 2,50 240 30 Checked for Compliance to City Standards ®2001 TRIAD ASSO-IATI I --e) ,1 cam; SCANNED FEB 15 2002 8 L� b H z o n A �t z- DQV,ILD ,A HILL PE PROIECf MANAGER 61PAOLEY T.. FRFBVAN, PLS . PRO1SCf SORVSYOR Mp.Llav ,A GOGLYN, PE _ =107M PRWECf LANDSCAPE ARCRITECf DATE: JANUARY 19, 2001 SCALE: BDMZ: 1' -40' FIIT. ;1 -4' v� aM F y °G 31FF 7�4�4'i �O 0120 �V� SS1ONALAE�G�2 EA4 nES. 1/22/03 91061a STAMP NOT WD MESS SIGNED AND DATED ,OD NUIMER 00 -022 $ SI' `UMM 32DF 52 SLUA00123 SCANNED JuL Y 7 21101 �J r m m� v �d S N <` J �x � ,O V 1 e �J 0 / rep ®n w�aa e / —14'a llanage— • _- Civil Engineering Land Surveying Lend Use Planning / Landscape Architecture Sit, Design 11814 SIStL Iva N8 SUkLnd, 81 988Si -NES Tel 42GB21mm Fe= 4mmisa8 Tull Fm 888A8&MM mtrledneoowm SCALE: 1" = 40' 2.1 0 20 40 80 1 W 0 i 2 x g NOTE. REFER TO THE APPROVED ROAD a AND STORM DRAINAGE PLANS FOR THE W FINAL LOCATION OF THE NE 1ST STREET 2 LANDSCAPE BUMPOUT LOCATIONS. Q v NOTE.• ALL EXISTING TOPOGRAPHY r CL U4 PROVIDED BY M.A. SEGALE, INC. 0. O AND RINGEL AND ASSOCIATES ® a HORIZONTAL DATUM. NAD 1983/1,991 OASIS OF BEARINGS: HELD BEARING OF N01'05'10'E BETWEEN THE 1,�' v, W NORTHWEST CORNER OF SEC77ON 16, TWN. 23N, RGE. 5E., W.M. (CITY OF RENTON MON 16121 AND 7HE *EST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE O ® COQRDINA 7ES.FOUNO IN THE CITY OF RENION SURVEY CONTROL NE7WORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN F. Q THE IMMEDIA7E AREA. VERTICAL DATUM: ''. NAVD 1988 Z BENCHMARKS v+ ORIGINA77NG BENCHMARK.. CITY OF RENTON MONUMENT OV612 - TOP ar OF MONUMENT IN'. CASE. ELEVATION 260.068.' �.. BENCHMARK {1 - X° IN SIDEWALK AT SE. QUADRANT OF V IN7ERSEC770Y OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 272:48.' BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SEC7ION 16, TWN. 23N., RGE. SE., WM. ELEVATION 312.80.' BENCHMARK /3 - TOP OF 1 -1/4' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER. POLES BETWEEN TWO (2) RETENTION/ DEIEN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER Checked for Compliance to City Standards ®2001 TRIAD ASSO-IATI I --e) ,1 cam; SCANNED FEB 15 2002 8 L� b H z o n A �t z- DQV,ILD ,A HILL PE PROIECf MANAGER 61PAOLEY T.. FRFBVAN, PLS . PRO1SCf SORVSYOR Mp.Llav ,A GOGLYN, PE _ =107M PRWECf LANDSCAPE ARCRITECf DATE: JANUARY 19, 2001 SCALE: BDMZ: 1' -40' FIIT. ;1 -4' v� aM F y °G 31FF 7�4�4'i �O 0120 �V� SS1ONALAE�G�2 EA4 nES. 1/22/03 91061a STAMP NOT WD MESS SIGNED AND DATED ,OD NUIMER 00 -022 $ SI' `UMM 32DF 52 SLUA00123 SCANNED JuL Y 7 21101 �J r m m� v �d S N <` J �x � ,O V 1 e �J 0 PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. RECREA7101V FF 76.08 FF 2751 j ®3 PL .r �J s. ; fF 277.SS348.8,163P' LT n -.e6 p t �t 35 /425" 111' 157 4 +3 25 'L't Ew ws s/n/ 03'. FF 78.28 ` 5 +00 26 LF �. � Cp � 6 /E 68.2 :, 6 IE 265.§ 158 PT 4 +61474 4+19'29 LF. _ �. 3 +58 UO LF 6 IF 269.7 6 /E 270.4 -1 ' \ t SSMH 18 S, ' T t ki 44 76 / 8I s TRACP 3 oPEN RECREA770N ' fo' Pueuc u77urr lV EAS�ENr (rsP) l /NT 2+ 1.74 `F.FRNDALE AVF. SE t ,� 6�-9 8 SE3, 3RD ST PC 2 +84:46 \, e . R RECREATION t f 4 3 G fj i t A W RIM ELEVATIONS ARE NOT " FINAL UNTIL FINAL LIFT�� $ OF A5PHALT S M 3 h z o N4 O � a 4al v 3 a N ry O 1 O 0 °W �o W Z c FR 1 to 270 i0 SCALE: 1 • NOTE.- ALL EXISTING TOPOGRAPHY PROVIDED BY M.A. SEGALE, INC. AND RINGEL AND ASSOCIATES HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS HELD BEARING OF N0105I10'E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TO. 23N., RGE. 5E., W.M., (CITY OF RENTON MON. #6121 AND THE. WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN 774£ CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORA7ED BY VARIOUS RECORD. OF SURVEYS IN THE IMMEDIA7E AREA. VER77CAL DATUM: NAVD 1988 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT ;4612 - TOP OF MONUMENT IN CASE. ELEVA DON 260.068.' BENCHMARK if - X' IN SIDEWALK AT SE. QUADRANT OF INTERSEC77ON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA DON 27248.' BENCHMARK *42 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SE077ON 16, TNN. 23N, RGE. 5E., W.M. ELEVATION 312.80.' BENCHMARK /3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7EN77ON/ DE7ENT70NPONDS- APPROXIMATELY. 950'-EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA 77ON 259.77' .OD a� saa�ss I mom" !!i"a7 l41a3�Q6m176i414G3f Project Management Civic Engmeenng ..ad Surveying Land Use Planning Landscape Arc6iteeture Site 11814 115th An. ME Tel 426.8 TAM Toll Free 3WABBMN Desgn Ortlend, TA 9801 -8029 Fac 42=1.5181 �trladonoaoom O W h i - -� 4 LLJ 2Q) tl o j� •,:! N 81LUX " COGCIN, PE PROJECT ENGIIiB&It Q W v J97LWY L COX, ASLA PROJECT LANDSCAPE ARCHITECT W 2 DATE: JANUARY 19, 2001 LL O SCALE: ff=:I' -40' veEYe:1' =4' t� C O N v ... PM o0 4 a O 12 F KEY MAP A h y J r m A m� b m N 9 o m v rr1 O ' �f5 i OpVA[D ,L HILL, PE PRO]ECf afANAGBR - -� BRADLEY r. FREEA/AN Pts PROJECT SWUM _ N 81LUX " COGCIN, PE PROJECT ENGIIiB&It J97LWY L COX, ASLA PROJECT LANDSCAPE ARCHITECT DATE: JANUARY 19, 2001 1 SCALE: ff=:I' -40' veEYe:1' =4' t� N v ... PM o0 i F KEY MAP ?o ssIONALPE�G���w NOT TO SCALE EXPIRES 1122/03 Checked for Compliance to City Standards 3Iho/a , »1� J s. , NDT vALID UNLESSS S SIGNED AND DATED JDR NUIM 00 -022 B "T "m 33DF 52 UJA10101 3 02001 TRIAD ASSOCIATES C /D, .S'--, 91 " SCANNED JUL 272001 SCANNED FE3 15 2002 a J r m A m� b m N 9 o m v rr1 O ' �f5 i I a V) v n o q n d a s a s 6 d L, Im M M a o p 1 1 V N¢ O � O 2 3 � a NN O 10 0 NU W Vf � ` a Z wwp -7 -met'' • v•• • •.v vs. v. •air • aa• • acv •a.' •aM V. v �.� � -.•�•. TRACT V -- _ cr��" rr[ 7Fe d71 cr�.71-F.-I F, I. „ FF Z6s0 71 �, I. 'Ifs FF 273.42 -X RIM C-L EVAT1C7NS ARE NOT FINAL UNTIL FINAL L "LFT OF ASPHALT - j 270 -- 260 h e h SSMH 16 -P TOP 268.71 8' I£ 26846 �fiV) 260.14 Z 8" I£ 960.36 (PUT) 260 14 Z 250 270 1 ' SSMH 15 �k LE: 11 "= 40''I HORIZ 8' TOP E 1"= 4'' VERT. ;£ 24886 VDALE A VEWE SE 5+00 6 +00 7 +00', 8 +00 9 +00 10+00 r s� F 3,f 4 �i f OONAI.a a HILL. PE PRWECT YdNAGER GR7pDE: 7YP 2 II _ = ww•�4�a Management ng Surveying ETXf�]SP77NG GROUND �d I / Land Use Landscape Site 11014 115th Am NE j DATE: JANUARY 19 2001 Tel 42MIJW as TcH Free BDDAB8.BT68 a .trledewe- 1P � OD � c KEY MAP �0 TEO 8128 Lu `QS'10NAL BAG Checked for Compliance to City Standards�l/��fii �1 I � UNLESS SIGNED AND DATER ° 1 ' SSMH 15 �k LE: 11 "= 40''I HORIZ 8' TOP E 1"= 4'' VERT. ;£ 24886 VDALE A VEWE SE 5+00 6 +00 7 +00', 8 +00 9 +00 10+00 r s� F 3,f 4 �i f /, OONAI.a a HILL. PE PRWECT YdNAGER a aw Fn P Iect Civil Engineer Land ww•�4�a Management ng Surveying XUAM 1000dN, PE PROJECT ENGINEER I / Land Use Landscape Site 11014 115th Am NE Planning Architecture Design HirkLnd. TA 98054 -B1kP9 DATE: JANUARY 19 2001 Tel 42MIJW Far 426821.8481 TcH Free BDDAB8.BT68 a .trledewe- 1P � OD � c KEY MAP �0 TEO 8128 NOT TO SCALE `QS'10NAL BAG Checked for Compliance to City Standards�l/��fii �1 I � UNLESS SIGNED AND DATER ° 1011 NW®ER 00-022 118 Z I cc 4 uj U A 0 011213 (tl -- 2: Z SCANNED FEB 15 2002 0 Q j Q W uj SCALE: 1" = 40' 4 Q co o sD ao 80 ICC W .4 Lu W y NOTE.- ISTING TOPOGRAPHY OZC M.A. SEGALE, INC. LWL ND ASSOCIATES cc Z HORIZ ONTAL DATUM: NAD 198311991 R BASIS OF BEARINGS: HELD HEARING OF NO) 05'10'E BETWEEN TH£ �`ww NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE 5E., W.M., (CITY OF RENTON MON. /512) AND THE WEST QUARTER CORNER MONUMENT OF SAID SEC7701V 16.. .THE BEARING IS DERIVED FROM STATE PLANE V COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN 7HE IMMEDIATE AREA. VERTICAL DATUM: NAVD 1988 BENCHMARKS ORIGINA77NG BENCHMARK- CITY OF RENTON MONUMENT /612 - TOP OF MONUMENT IN CASE. £LEVA77ON 260.068.' BENCHMARK /1 - X" IN SIDEWALK AT SE QUADRANT OF R INTERSEC770N OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 27248.' BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER 1p1kk S OF SECTION 16, TPW 23N., RGE. 5E., W.M. ELEVA77ON 31280.' a DOi BENCHMARK #3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE o OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETEN770NI DE7EN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC770AI 16. ELEVA770AI 259.77' n o q /, OONAI.a a HILL. PE PRWECT YdNAGER eRr-CT r. FREEMAN, as PRWECT SURVEYOR I XUAM 1000dN, PE PROJECT ENGINEER I / ,?'TREY L CD.'4 ASLA PRWECf LANDSCAPE ARCHITECT DATE: JANUARY 19 2001 / SCALE: RNM:1 -4P' Fw.:I' -4' 1P � OD � c KEY MAP �0 TEO 8128 NOT TO SCALE `QS'10NAL BAG Checked for Compliance to City Standards�l/��fii 5TAYP NOT VALID I � UNLESS SIGNED AND DATER ° 1011 NW®ER 00-022 118 "T" m 34DF52 L- U A 0 011213 02001 TRIAD ASSOCIATES SCANNEDJUI SCANNED FEB 15 2002 r u tb A m� O h o > Y � C H �N N �YV 1e/ V 0 PORTIONS SEC. 16, TWP. 23 N., RGE TRACT V a DEMMON N Q NN N N cn _ _ 7RACT_L - _ I -- - 2 um OPEN SPACE N RECREATION FF 254.E FF 253:33 FF-25269 1. - 135 W 1 1° _F8 95 FF 248.47MI 12� w 139 138 137 f2 +85 8 6 ?F 27 LF. 13+75 23 L.F. 13+ 5, 23 LF. 14 +70 23. L`.F. 132 131 Z FF 256.54 12 +16 33 LF. 6' IE 244.8 6 f 2438 6' IE 2433 6 X 2429 B it 2426; w. ,^ 245.5 g 10' P U LIJY 14 +90 23 LF. J 146/ 11 +95 32 LF. PT 12 +31.0 3 �Si€iH 2 IE 2425 �1 a^` Q� F 257.73 6 IE 246.5 73+46.B3 7.76; LT EASEMENT TYP) 15 +54 23 E.F. Q Jo 141 SSMH 13?1 �3 8b 6I IE 242 1i 11 +45 27 LF. 11 +64.34 =K 0�' LT 1{ 75:677• 15 +5B.3i 11 +25 27 LF. PC - 11 +04.03 FF 258.4-91 �� • - € r u€ k w:.".`,%' 1p -0" " 142 ,4 _ _ _ - -- _ FF 2448.71 29 L.F.` 6 IE 2. 9 _._, _ 6 IE 247.2 f2 +B9 36 L 16 +36, 39 L.F. 9% - ✓ 6 IE Z4.5.7 3 +27 37 L 3 +69 33 LF 14 +49 39. L `. 75 +0 39 L F.m 15 +52 39 L ' '` � • �° f2 +I 33 LF. 6 IE 245.2 I:^ 6� 1E 2410 A �y y fs 4 6 IF 246.6 6 le P44.4 6 T 2'..2 6 /£ 427 6 /E 2421 - 4Cd D R Gy l OPEN DACE NB 62 N£FISTOSMEE F RECREAnoN� �' 227 228 ?.C9�,, 230 231 �_ s �� 2?3 224 225- , has rt y SSAW ;14 LT FF 255.04 FF 254.39 FF 253.51 ` FF 252.98 FF 252.25 251.77 FF 251.05 FF 250.57 FF 249.97 I 2M Y 222 „rai:zz 1.01 �' `` I I y °4 EAPIBES 0 o_ S 1 a v O 1133E O U1 D! E nd 3 ha N N 10 0 OW � O 0 `R � W `IT$] i 240! 23 4(� RIM ELEI/ATION3 ARE Nor FINAL UNTIL FINAL LIFT OF A5PHALT a IL., TW.M. SEE SHEET 29 N N NOTE: REFER TO THE APPROVED ROAD P AND STORM DRAINAGE PLANS FOR THE I C:NAL LO('.A.77/A1 rC TIJE ,A�/C 1 CT CTA?EET -- - - - - -- - -- � 773IAD �CSS�4'•I/4TEi t ' LANDSCAPE BUMPOUT LOCH 77ONS Project W age- nt Civil Engineering Land SuraeyinF Lend Use Plennmg y�C( NOTE,- ALL EXISTING SSMH INFORMA77ON na9eePe a emteetn e Site Deeign SHOWN WAS PROVIDED BY R/NGEL AND 11814 115th a e. NF 0*1.d, BA 78081 -M Tel 4F8ffiIm" F" 425221.9151 SS t0 ASSOC /ATES Tall Fm 500.455A755 _ttri6a aoamm € 4 NOTE.• ALL EXISTING TOPOGRAPHY -x r = � �i 4'? }f` t� `, PR01/IDED BY M.A. SEGALc., i>'4:,. �' • ELI g gx�ssMr� , , ( AND R/NGEL AND ASSOCIATES cc S €i d W i*ACT D € :� ,p} 2 W E OPEN SPACE/ TRACT E V, Q , I?ECREA77ON E $} DE7EN77ON ? ` �i w Cr SEE SHEET 3 N A SCALE: 1' = 40' 3 Q a N o Q 260 250 240 230 0 20 40 80 W DONALD 3 HILL. PE PR=Cr MANAGER -� HORIZONTAL DATUM: NAD 1983/1991 s BRADLEY T. FREEMAN. PLS PRO)RCr SURVEYOR I BASIS OF BEARINGS: HELD BEARING OF N01'05'10 E BETWEEN 7HE NORTHWEST CORNER OF SEC71ON 16, TWN. 23N, RGE. 5E., W.M., (CITY OF RENTON MON.,..1612) AND THE WEST QUARTER CORNER MONUMENT STATE �FF6r Y L. Lroz A. PRWECT LANDSCAPE ARCRITECr OF SAID'. SEC770M 16. THE BEARING IS DERIVED FROM PLANE COORDINATES FOUND IN 7HE CITY OF RENTON SURVEY CONTROL V NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN • �. ,,"".... THE IMMEDIATE AREA. SCALE:. 80®9.:1'-40' YM.:1' -4' VERDCAL DATUM: NAVD 1988 BENCHMARKS ORIGINA77NG BENCHMARK.. CITY OF RENTON MONUMENT 0612 - TOP OF MONUMENT IN CASE. ELEVA77ON 260' 068.' c l ALK AT E. OUADRANT OF BENCHMARK IT - X' IN SIDEWALK . F KEY MAC INTERSECTION OF N.E. 3RD ST, AND EDMONDS AVE. N.E. ELEVA71ON 27248.' a �O 8128 �V� NOT TO SCALE BENCHMARK /2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER SSIONAL�FNG12 OF SEC77ON 16, TWN. 23N., RGE. SE., W.M. ELEVA77ON 31280.' � D 6 Checked for Compliance BENCHMARK ./'3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE $TAMP NOT VALID OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7EN770N/ PONDS APPROXIMATELY 950' EAST OF WEST QUARTER o 1D71ES8 SIGNED AND DATED DETENTION CORNER Or SEC7701V 16. ELEVA7701V 259.77' C ]OR NW R 00 -022 sir Nmo 35ue 52 8 . .� DONALD 3 HILL. PE PR=Cr MANAGER -� BRADLEY T. FREEMAN. PLS PRO)RCr SURVEYOR I WLUAM a GOWN, PE __-- PIRNECr ENGRODDi �FF6r Y L. Lroz A. PRWECT LANDSCAPE ARCRITECr DATE: JANUARY 19, 2001 • �. ,,"".... SCALE:. 80®9.:1'-40' YM.:1' -4' l F KEY MAC �O 8128 �V� NOT TO SCALE SSIONAL�FNG12 E% IL 1/22/03 Checked for Compliance to City Standards $TAMP NOT VALID 1D71ES8 SIGNED AND DATED Cam/ ]OR NW R 00 -022 sir Nmo 35ue 52 8 ®2001 TRIAD. ASSOCIATES UA 0 0 17P-3 C .S= `' � "C,7 ' SCANNED JUL 2 7 2001 SCANNED FES 151002 ` r C r m m o O d d� Nb +r O � b m 211 I � f-- f— ~ I (� � � � s a � c CONSTRUC7/ON N FOR SANITARY sc R R R ANO RI —JO AND Rl —Tf• �i��. � ��R® _ Project Civil Engineering Land 1. THE CONTRACTOR AND HlS ENGNEERSHALL PRONDE A FULL PLAN.ANO OPERATIONAL � O \ / Lend Use Landscape Site 11814 115W dve. N6 7701 426.RIA44B Toll Ftee 850.45&9155 Planning Architecture Design Hirlc1m41fE Y6W4 -80E9 Pax 4HSAEIS451 �xrtMde®nemm METHODOLOGY SHOWING THE REROUTING OF THE EXISTING 24' FAGDTY, INCLUDING PUMP SlZ/NG AND TYPf. 2. THE PLANS (REFERENCED /N NOTE 1 ABOVE) SHOULD BE BASED ON NOTES 3 THROUGH 14 aF Tws corasTRUCnDN SEOt/ENCE. ' 3. CONSTRUCT THE NEW SEWER FROM 5' NORTHWEST OF ER! -10 . ?NEW MANHOLE SSMH 1. 4. CONSTRUCT THE NEW SEWER FROM NEW MANHOLE SSMH 1 TO 5' OUTSIDE OF MANHOLE ER / -71. 5. EXCAVATE SUFF7GENT AREA AROUND MANHOLES £RI -f0 AND ERl -71 TO ALLOW FOR THE SEWER CONNEC710NS TO BE MADE. 6. INSTALL A PUMP WITHIN MANHOLE ERI -12 OF SUfTICIENT CAPAC /7?' 70 PUMP THE PEAK FLOW IN THE MAIN SEWER DURING THE NEW SEWER CONNECTION. 7. INSTALL A TEMPORARY PLUG IN THE 24 "INLET INTO MANHOLE ERl -11 AND OPERATE THE � .. NOTE.• ALL EX/S77NG TOPOGRAPHY PUMP TO BYPASS THE SEWER FLOW INTO MANHOLE ER/ -9. Q W 8. REMOVE THE EXISTING 24' SEWER BETWEaV ER / -10 AND ER / -11. •Q 4 9. CREATE OPENINGS 7N MANHOLES ERI-1G AND ER,' -il 7O ACCOMMODATE THE NEW SEWER CONNECTONS AND RINGEL AND ASSOCIATES O 70. MODIFY TH£ FLOW CHANNELS W17HlN MANHOLES ERI -10 AND £R / -11 TO ALIGN W1TH THE NEW SEWER CONNECRONS 11. INSTALL THE NEW SEWER CONNECTIONS INTO MANHOLES ERl -70 AND ER / -1f. NOTE.• ALL EX /STING SSMH /NFORMAT /ON 12 PATCH MANHOLES ERI -10 AND ER! -11 AND ENSURE A WATERTIGHT JOINT AT EACH SHOWN WAS PROI/IDED BY RINGEL AND NEW CONNECTION. 13 REMOVE THE TEMPORARY PLUG //V MANHOLE ER / -11. � ;t 14. REMOVE THE PUMPING SYSTEM IN MANHHOLE ERI -12. Q 2 � R/M ELE', HORIZONTAL DATUM: NAD 1983/1997 FINAL UN BASIS OF BEARINGS HELD BEARING OF N01 (75'10 E' BETWEEN THE IWN. 23N., RGE. Sf., W.M., (CITY OF g5pHi 0 V� s3 N O N 0 �o o� �W �� W LL I I I I Z I SSMH 1 TO EX /STING SSMH 'ER / -10 wwP- �'��t�or I 0 0 Y S ` , v 4' � �� � � �� � ��� ��� z O NOTE.• SANITARY SEWER MAINS THAT HA l/E MORE THAN 15' OF COVER SHALL' BE EITHER C900, C905 ''OR Da PIPE. S SEC. 16, TWP. 23 N., RGE. 5 E., e, r ,- • e(i �i� � � i DONALD .I H/IL,.PE PR016Cf YANAG6R 91PAOLEY T. f7PEE1IM; PLS PROD3CT SOHVHYOR MIL]/AM .A COCGIN. PE PROI&CT RNGIIiBBR JEFFREY L. CLW, ASLA PR0J8CT LANDHCAPR ARCHITECT DATE: JANUARY 19, 2001 SCALE: HOID8.: 1' =40' Yffi'.:1 a4' FPM �o ."Q °� y'M 3 e �. �O 8128 W SJONALaE�G�•c �Z 1CK D Checked for Compliance to City Standards �/i /� �IQ��oY � /�Ir� / l STdYC' NOT 4ALID # S� � � �"�'� � /��• ,� � DNI,�s scNHD AND neTaD �9 � r � ��ig��'fri 11G -'y�S�`- g IOH NU11BHi OO —OZZ �g 236 3 7 44/�YIY� � Dt N �>: LA�o .� HREBf RmmER 36oe52 ,o- EAPIRES 9/Il j O,'S ®2DOt TRIAD ASSOCIATES � U A 0 0 1 SCANNED FEB 15 2002 � � • � —'�o S/z C (� , �'- �U °- �` °+'� SCANNED JUL 2 7 2001 s y �. m �` � .v � � m �d �^ N b ar � m � � � N m `^ 0 �� �� c° �i��. � ��R® _ Project Civil Engineering Land �v� Management Surveying � O \ / Lend Use Landscape Site 11814 115W dve. N6 7701 426.RIA44B Toll Ftee 850.45&9155 Planning Architecture Design Hirlc1m41fE Y6W4 -80E9 Pax 4HSAEIS451 �xrtMde®nemm SCALE: 1" = 40' p� 1,. 0 20 40 80 re w v�l 2 2 � � .. NOTE.• ALL EX/S77NG TOPOGRAPHY Q W PROI/IDED BY M.A. SEGALE, INC. •Q 4 � b) AND RINGEL AND ASSOCIATES O .��� i NOTE.• ALL EX /STING SSMH /NFORMAT /ON y SHOWN WAS PROI/IDED BY RINGEL AND ASSOC /A TES y dLi � ;t .. � Q 2 HORIZONTAL DATUM: NAD 1983/1997 BASIS OF BEARINGS HELD BEARING OF N01 (75'10 E' BETWEEN THE IWN. 23N., RGE. Sf., W.M., (CITY (� NORTHWEST CORNER OF SECTION 16, OF RENRJN: MOH. j612) AND THE WEST WARIER CORNER MONUMENT 'A v+ � OF SAID SECTION '16. THE BEARING IS DERIVED FROM STALE PLANE COORDINATES FOUND IN THE CITY OFRENTON SURVEY CONTROL ` NETWORK ANDCORR080RA7ED BYVARIOUS RECORD. OF SURVEYS IN THE IMMEDIATE AREA VERTICAL DATUM: NAVD 1988 BENCHMARKS � � 9 ORIGINARNG BENCHMARK.• C/TY OF RENTON MONUMENT }872 -TOP OF MONUMENT IN CASE. ELEVATION 260.068.' BENCHMARK /1 - '.Y' IN SIDEWALK AT SE. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONOS AVE. N.E. ELEVATION 272.48.' �, BENCHMARK {2 -TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECTION 16, 7WN. 23N.. RGE. SE., W.M. ELEVATION 31280.' BE/JCHMARK {3 -TOP OF 1 -7/4' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN 7W0 (2) RETENTION/ p B DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECTION 16. ELEVATION 259.77' o � � � a�O, � �� /P _/ '! A h h i DONALD .I H/IL,.PE PR016Cf YANAG6R 91PAOLEY T. f7PEE1IM; PLS PROD3CT SOHVHYOR MIL]/AM .A COCGIN. PE PROI&CT RNGIIiBBR JEFFREY L. CLW, ASLA PR0J8CT LANDHCAPR ARCHITECT DATE: JANUARY 19, 2001 SCALE: HOID8.: 1' =40' Yffi'.:1 a4' FPM �o ."Q °� y'M 3 e �. �O 8128 W SJONALaE�G�•c �Z 1CK D Checked for Compliance to City Standards �/i /� �IQ��oY � /�Ir� / l STdYC' NOT 4ALID # S� � � �"�'� � /��• ,� � DNI,�s scNHD AND neTaD �9 � r � ��ig��'fri 11G -'y�S�`- g IOH NU11BHi OO —OZZ �g 236 3 7 44/�YIY� � Dt N �>: LA�o .� HREBf RmmER 36oe52 ,o- EAPIRES 9/Il j O,'S ®2DOt TRIAD ASSOCIATES � U A 0 0 1 SCANNED FEB 15 2002 � � • � —'�o S/z C (� , �'- �U °- �` °+'� SCANNED JUL 2 7 2001 s y �. m �` � .v � � m �d �^ N b ar � m � � � N m `^ 0 �� �� c° cl� o � '� Ali➢ El- L�miRES s /n /o3 a x a 0 c6 z O 1 LL � In N4 o � 0 4� M ry �ry 10 0 ryW � O a z w'^'P - t! -..Par w 241 TWP. 23 N., RGE. 5 E., RlM ELEVgT /ONS qQE NOT F /N,4L UN % /L. F /NAL Ll X ASPHALT 7RACT D OPEN' SPACE/ RECREA77ON 9. 0' j� FAM10 TV _ 7", 10 T w ® 'a P, - . / Y, . r C Q m 0d a m �_) o < > > N `p w le x- DOVAID .t: NILC, PE PRQJRCT TITAN BRAOL£Y r...mEEM.in; PLs O PROJECT SOItVEYOR A3I3a�oLv` (q 4' �t� r F / u i #dT a r C Q m 0d a m �_) o < > > N `p w le x- DOVAID .t: NILC, PE PRQJRCT TITAN BRAOL£Y r...mEEM.in; PLs O PROJECT SOItVEYOR W81/AN .l GOGCIN, PF PROJRCT RNGlNffit TRIAD AMOCIATES \ / / DATE: JANUARY 19 2001 P 1 t maa.gaaaa.t C 1 Engmeering rveyig Land Sung yi Lend Use Planning SCALE: 0886:.1' =40` YBR2.:1 s4' 11814 115th Landscape Architecture Site D-g. Are. NE Kirtland. 8A 288 —=3 M Tel 426A2IMO Fu 428921.8481 Toll rise 888.48&8758 w .uiadeeeoeeom �0 9 eizs KEY MAP _ NOT TO SCALE splONAL��NG` Z' SCALE: 1" = 40' A I/ 3TAW NOT VALID UNLES4 SIGNET) AND: DATED �57l 0 20 40 M aL O O 7 2 3 ®2001 TPoAD ASSOCIATES v 1 1 .1' O a y NOTE- REFER TO THE APPROVED ROAD Z AND STORM DRAINAGE PLANS FOR THE W o FINAL LOCATION OF THE NE 1ST STREET 'Q LANDSCAPE BUMPOUT LOCATIONS. uj EXISTING TOPOGRAPHY ci NOTE.• ALL BY M.A. SEGALE, INC. q PROVIDED AND RINGEL AND ASSOCIATES CC O Lu co :�-, W NOTE• ALL EXIS77NG' SSMH INFORMATION SHOWN WAS PROVIDED BY RINGEL AND cc d ASSOCIATES Z J W � HORIZONTAL DATUM:. NAD 198311991 Q BASIS OF BEARINGS' HELD BEARING OF N01Y15'10 "E BETWEEN THE ~ NORTHWEST CORNER OF SECTION 16, TWN. 23N, RGE. 5E., W.M., .(CITY OF RENTON. MON. 1612) AND 7HE WEST : QUARTER CORNER MONUMENT (� OF SAID SEC77ON 16:'. 774E BEARING IS.DERIVED FROM STA7E PLANE COORDINATES' FOUND': IN THE CITY OF RENTON SURVEY CON7ROL NETWORK AND CORROBORA7ED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VERTICAL DATUM: NAVO 1988 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1612 - 70P OF MONUMENT IN CASE ELEVATION 260.068.' BENCHMARK 11 - X" IN SIDEWALK AT S.E. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION tk o 12 BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SECTION 16, TWM 23M, RGE. SE., W.M. ELEVATION 312.80.' BENCHMARK 13 - TOP OF 1 -114" REBAR AT THE NORTHWEST SIDE OF A SET OF 6 -POWER POLES BETWEEN TWD- (2)- RETENTION/ qqq� 't DETENTION PONDS APPROXIMA7ELY 950' EAST OF WEST QUARTER CORNER OF SECTION i6. ELEVATION 259.77' r C Q m 0d a m �_) o < > > N `p w le x- DOVAID .t: NILC, PE PRQJRCT TITAN BRAOL£Y r...mEEM.in; PLs O PROJECT SOItVEYOR W81/AN .l GOGCIN, PF PROJRCT RNGlNffit D V' 401 -00 SY L COA; ASIA PROJECT LANDSCAPE ARCRITECf / DATE: JANUARY 19 2001 SCALE: 0886:.1' =40` YBR2.:1 s4' M yOCO �0 9 eizs KEY MAP _ NOT TO SCALE splONAL��NG` Checked for Compliance to City Standards EXPIRES 1/22/03 "la A I/ 3TAW NOT VALID UNLES4 SIGNET) AND: DATED �57l JDR ND1mRR 00-022 370P 52 O O 7 2 3 ®2001 TPoAD ASSOCIATES v 1 1 SCANNED FEB 15 2002 /d"n - S -= �iL7 ..5 SCANNED JUL 2 7 2001 r r C Q m 0d a m �_) o < > > N `p w le Gi f o ]IM :; ry 10 O N W d Z -WRIM ELEVATIONS ARE MOT' FINAL UNTIL FINAL LIFT OFASPNALT EC. 16, TWP. 23 N., RGE. 5 E., W.M. 6" SEWER PIPE 6" PLUG i B "x 6" WYE ,W(118) BENDS FOR ONE CONNECnON ON EACH SIDE 8'x 6" WYE— 8" PVC OR D.L SEWER CEMENT CONCRETE CLASS 3000 TRUW ASROCIATE$ Project Management C MI Eng n Bring N07E.' Land Surveying U77LIZA77ON OF THIS DETAIL REQUIRES WRITTEN Lend Use Planning APPROVAL OF THE WASTEWATER U7ILITY. Landscape Ndgrnecture Site Deeieen 11814 116th Ave. NE E&I" VA 9003"OM e M 426.821.8448 Fax 426.821.3181 Toll F— 800.46&0768 m&Jzduon cam 3' MIN. 0 1eW; SECTION A -A 3 2 Q 'Q v+ ;EWER x (8" SIZE)TEE lik �O 4 DUAL SERVICE VERTICAL CONNECTION ADOPTED .�, s 18r DATM 1 ov DATE REVISION BY pR DWG.: NAME: BW39 SP PAGE: B080 cc 021 W DUAL SERVICE VERTICAL CONNECTION V7 Z �+ Wf COVER 6' BELOW STREET GRADE f0 Egg" 4/n /o;� /— 6" PLUG 6" ON 6" Y BRANCH NOTE DO NOT USE WITHOUT WRITTEN ' APPROVAL OF THE W4S7E'W4 TER unuTr. NOTE, TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE _ B 24'x 24" COMM as. V ® BLOCK POURED AROUND CONNEC710N TO MAIN LONG 6" 1/8 BEND a�. \\ STANDARD 6 X MAIN SIZE TEE ~ .. \ •• l SEWER MAIN SIDE SEWER RISER CONNECTION TO SEWER MAIN Y ADOPTED Cw or Rom .. LIM i8f 0148: 11/86 1 DAIS eaha twt Rararnvt m n•nr. nCV REVISION '`f DWG. NAME: BROB SP PAGE: 8081 PR SIDE SEWER RISER CONNECTION TO SEWER MAIN' 5 NOT TO SCALE Gi f o ]IM :; ry 10 O N W d Z -WRIM ELEVATIONS ARE MOT' FINAL UNTIL FINAL LIFT OFASPNALT EC. 16, TWP. 23 N., RGE. 5 E., W.M. 6" SEWER PIPE 6" PLUG i B "x 6" WYE ,W(118) BENDS FOR ONE CONNECnON ON EACH SIDE 8'x 6" WYE— 8" PVC OR D.L SEWER CEMENT CONCRETE CLASS 3000 TRUW ASROCIATE$ Project Management C MI Eng n Bring N07E.' Land Surveying U77LIZA77ON OF THIS DETAIL REQUIRES WRITTEN Lend Use Planning APPROVAL OF THE WASTEWATER U7ILITY. Landscape Ndgrnecture Site Deeieen 11814 116th Ave. NE E&I" VA 9003"OM e M 426.821.8448 Fax 426.821.3181 Toll F— 800.46&0768 m&Jzduon cam 3' MIN. 0 1eW; SECTION A -A 3 2 Q 'Q v+ ;EWER x (8" SIZE)TEE lik �O 4 DUAL SERVICE VERTICAL CONNECTION ADOPTED .�, s 18r DATM 1 ov DATE REVISION BY pR DWG.: NAME: BW39 SP PAGE: B080 cc 021 W DUAL SERVICE VERTICAL CONNECTION ! NOT TO SCALE Z �+ pQpww �. V D a a A �z^ DLWALO .1 HILL, PE PROJECT MINAGER BRAIXEY T.. FREEMAN, PROTECT SORVEYOR NILLIAM J. GOGdN, PE PROJECT ENGBiSBIt .l<'PFREY L. OaX, ASLA PROJECT LANDSCAPE ARCH[THCf DATE: JANUARY 19, 2001 SCALE: NOMN /A VEEYMIA NOTE.• CONTRACTOR SHALL MATCH • 00 CROWNS WHEN CONNECTING TO EX. "•4�� SSMH ERI -14 ='�4 ca ' b m w NOTE.- ALL EXISTING SSMH INFORMATION a SS�oIST rl�� SHOWN WAS � PROVIDED BY RINGEL AND ASSOCIA/Ej EXPIRES 1 /22/03 Checked for Compliance to City Standards STAMP NOT VALID OtG,ESS SIGNED AND HATED JOB NOJD3®t 00 -022 3 +00 _ 1" NW®EB 39GP 52 0200, TRIAD'ASSOCIATES U A 0 111213 SCANNED FEB 15 2002 ; S 7 �S-�% 7�: � ''' �`�✓�� SCANNED JUL 2 7 2001 f 9 r w _z 0d N� N <> J �b O `Ci