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HomeMy WebLinkAboutS-296107t- F-- Ln n W y O O o? 3 W � r Y Z J� Ft a i s 1 Q o z 0 1n CC 0 Z i A5- 46 WILT /- - vi �r wall �Y L I Ms Lt V. .. 2.2004 NOTE SEE LIBERTY RIDGE PHASE N AND PORTIONS OF PHASE /VA CONSTRUCTION PLAN SET FOR SID£ SEVER INFORMATION FOR LOT 359. 280 270 5MH'.ERI -6 \v/ 70¢000 ALL ' 358 TIONS WP. 23 N., 332 SEE SHED 271.45 PT = 191f4378 W LOT IF EX SST ERI- 331 �������� , _J L.L N 6" IE 266.0 O SEE SHEET 33 F Ex 2U' SANITARY 364 INSIDE DROP DI n SEWER EASEMENT x , 0 360 i z f- YISTINC SIDE ¢ Lu (� LWER TYP}. W NII '.. 22 +31, 37 LF. 6' 1£ 266.5 6' 1E 272.5 362 21 +05, 25 LF. Cn �> W 6- lE 26B0 6" IE 269.0 2 Ld W SE 47H STREET M (n J= W W ry ry Q z a Cn y O O o? 3 W � r Y Z J� Ft a i s 1 Q o z 0 1n CC 0 Z i A5- 46 WILT /- - vi �r wall �Y L I Ms Lt V. .. 2.2004 NOTE SEE LIBERTY RIDGE PHASE N AND PORTIONS OF PHASE /VA CONSTRUCTION PLAN SET FOR SID£ SEVER INFORMATION FOR LOT 359. 280 270 5MH'.ERI -6 \v/ 70¢000 ALL ' 358 TIONS WP. 23 N., 332 SEE SHED 271.45 PT = 191f4378 2 N Q _ �\ _ 260(.5 -U� /III W III LLJ -il II \\\\ 250e� 220 230 I x Q -8 L - TOP 266.98 AI 4 ! / 8. 1E 252.72 (IN) / 8- IE 252.62 (OUT) III / ____. r /......... . ...___ III I II : I EX, s<"I- tERI -5 EX 2q" y 12" IE 245.61 ON-E) SS ADJUST RIM TO 267.45 NEW 8'; IE a FA. 0 (IN) SSMH ERI -6 (DROP CONNECTION PEI DETAIL,', SHEET J3) NOTE. CONTRACTOR TO ADJUST; RIM BY ADDING SECTIONS. (SEE NOTE, 331 ; VF 273.85 i II SSMH 701 PEN SPACE 361 274.35 �rTU --+J pdP dA. /E / / NOTE.' CONTRACTi APPROVED FALL A IN EY/S77NG SSMH -d6 I I♦ /LL JV/"ILL �I 1 = HOR/ZONTA 1'= 4' PERTFCAL T/ SE 4TH STREE IE /E 362 27585 1 INSTALL VT D£WCE AS ICK OR W.M. 366.. LOT IF EX SST ERI- 331 �������� , ADJUST R TG F7N/SH GRADE N 6" IE 266.0 O SEE SHEET 33 F Ex 2U' SANITARY 364 INSIDE DROP DI L7 SEWER EASEMENT x , , 360 359 n � N J�tlu � 360 YISTINC SIDE 268.35 �� F 27, LWER TYP}. 20 +45, 25 L.F. NII '.. 22 +31, 37 LF. 2 N Q _ �\ _ 260(.5 -U� /III W III LLJ -il II \\\\ 250e� 220 230 I x Q -8 L - TOP 266.98 AI 4 ! / 8. 1E 252.72 (IN) / 8- IE 252.62 (OUT) III / ____. r /......... . ...___ III I II : I EX, s<"I- tERI -5 EX 2q" y 12" IE 245.61 ON-E) SS ADJUST RIM TO 267.45 NEW 8'; IE a FA. 0 (IN) SSMH ERI -6 (DROP CONNECTION PEI DETAIL,', SHEET J3) NOTE. CONTRACTOR TO ADJUST; RIM BY ADDING SECTIONS. (SEE NOTE, 331 ; VF 273.85 i II SSMH 701 PEN SPACE 361 274.35 �rTU --+J pdP dA. /E / / NOTE.' CONTRACTi APPROVED FALL A IN EY/S77NG SSMH -d6 I I♦ /LL JV/"ILL �I 1 = HOR/ZONTA 1'= 4' PERTFCAL T/ SE 4TH STREE IE /E 362 27585 1 INSTALL VT D£WCE AS ICK OR W.M. SMH M `11 6 z \\I X. S 3+ ,J ADJUST RIM T :279.35 FINISH GRADE \ dd-- __- 96 SSMH 702 .. ......... 7 0P _ 27B29 . 5'-IE 270.46 (IN)...._, B' IE 270.29 (our) kl Ni - W ........ _`ss Z 260 �I s EX. SSMH MW'5-7 RIM 255.49 IE 25767- fRv) -.. _. .. ._..... 12" IE 25771 (OUT) + ADJUST RIM TO 2+"ff.90 270.30 NOTE. CONTRACTOR TO ADJUST BY ADDING Z J -- 2 250 240 220 LOT / 366.. LOT IF S7, 331 i 363 21 +56, 22 LF. N 6" IE 266.0 O 6' IE 271.5 1 I 6 Z 364 . ,nnmloPirN L7 6" IE 263.6 ° J N 360 ®OI n � N J�tlu � 22 +50, 32 LF. 6' IE 262.5 6" IE 274.5 SMH M `11 6 z \\I X. S 3+ ,J ADJUST RIM T :279.35 FINISH GRADE \ dd-- __- 96 SSMH 702 .. ......... 7 0P _ 27B29 . 5'-IE 270.46 (IN)...._, B' IE 270.29 (our) kl Ni - W ........ _`ss Z 260 �I s EX. SSMH MW'5-7 RIM 255.49 IE 25767- fRv) -.. _. .. ._..... 12" IE 25771 (OUT) + ADJUST RIM TO 2+"ff.90 270.30 NOTE. CONTRACTOR TO ADJUST BY ADDING Z J -- 2 250 240 220 LOT / SIDE SEVER LOT IF SIDE SEWER 331 20+76, 378 L.F. 363 21 +56, 22 LF. 6" IE 266.0 O 6' IE 271.5 332 19 +74, 37 L.F. 364 22 +03, 25 LF. L7 6" IE 263.6 ° J 6' IE 273.0 360 19 +41, 25 L.F. 365 22 +50, 32 LF. 6' IE 262.5 6" IE 274.5 361 20 +45, 25 L.F. 367 22 +31, 37 LF. 6' 1£ 266.5 6' 1E 272.5 362 21 +05, 25 LF. 368 21 +83, J7 LF. 6- lE 26B0 6" IE 269.0 6" PVC SIDE SEWERS ARE STA 710NED FROM SE 47H STREET W cc 0 2� QW W cc M 2 Q 4y NOTE.• ALL EXISTING TOPOGRAPHY ' W PROWDED BY M.A. SEGALE INC. S y AND R/NGEL AND ASSOCIATES W uj W PC NOTE• ALL PROPOSED SSMH S SHALL i. C BE 4B "I UNLESS OTHERWISE INDICATED 2 CC \ O 2 N07E• ALL EXISTING INFORMATION FOR til £R/ AND MW SSMH'S WAS PRONGED Z cc BY R/NGEL AND ASSOCIATES Q HORIZONTAL DATUM: NAD 196311991 BASIS OF BEARINGS: HELD BEARING OF NOI'05'10 E BETWEEN 771E NORTHWEST CORNER OF SECTION 16, TM. 27N, RGE. 5E.. W.M., (CITY V OF RENTON MON 1612) 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 `q NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE /MMED/A 7E AREA. VERTICAL DATUM: 14AVD 1988 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1612 - TOP @ OF MONUMENT IN CASE. ELEVATION 260.068.' BENCHMARK 11 - X" IN SIDEWALK AT SE. QUADRANT OF IN7ERSEC77ON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 27246.' a BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER c g OF SECTION 16, TWN. 23N., RGE 5E., W.M. ELEVATION 31280.' BENCHMARK 1J - TOP OF 1 -i/4' REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DE7EN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECTION 16. ELEVATION 259.77' a_ N& ML' HLL PE PROTECT HANAGER HRAULEY T F'TEEI/AM, FLS PROJECT SURFBYOR MARK A REEY£$ PE PROJECT ffiJGPI&8R PROJECT LANDSCAPE ARCBIT=Cf FffiT SUSETTAL BAYS: n 1i /o2 SCAIB: HUM: 1 -40' 7=.:I" -4' T s oRIAD 11814 115N Ave. NE PMdand, WA 980346923 425.821.8448 425.821.3481 fa% 800.488.0756 tdl flea w Ariada .mm 2 '1, H R 3 Q r 2 A. Rg R 'p WA �Rw 74cs F O �0 zono, 2G� L'OIST852�G1 10 Al' gd E XPIRES: 4/26/03 Checked fa lionce to City Standards XAJO -a STAMP NOT VAUD �a 1 tea UNLESS SIGNED AND DATED � �OZ JOB N0. 8 S 4 00 -022 SHEET NO. 3 10F 44 8 ©2002 TRIAD ASSOCIATES U U A 0 0 1 2 3 C(7 � , � - ? 96l 0 7 SCANNED MAR '2 92003 z 0 X X >p O z� K n L7 ° J 0m N O9 n w 0